NC0020664_Regional Office Physical File Scan Up To 2/1/2021 WQ Permits

h � t1y
1 �$+�
t y z�^'..., s
E�"";I.
Water Resources
ENVIRONMENTAL QUALITY
November 2..3, 2016 i
Scott Webber, Town Manager
Town of Spindale
125 Reveley Street
Spindale, NC, 28160
Subject: Permit No. WQQ038882
Town of Spindale
221 South Force Main and Lift Station Project
Wastewater Collection System Extension Permit
Rutherford County
Dear Mr. Webber:
PAT MCCRORY
Govemor•
DONALD R. VAN DER VAART
secreiaii.
S. JAY ZIMMERMAN
Director
In accordance with your application received November 7, 2016, we are forwarding herewith Permit No.
WQ0038882 dated November 23, 2016, to the Town of Spindale (Permittee) I& the construction and
operation upon certification of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this .permit and is therefore
incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition IIA: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Permittee to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
.Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional- Engineer to
the licensing board.
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 30 days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of rNorth 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.
2090 U.S. 70 Highway, Swannanoa, NC 28778
Phone: [phone]\ Internet: www.ncwaterguality.org
An Equal Opportunity \ Affirmative Action Employer — Made in part by recycled paper

Town of Spindale
Permit No. WQ0038882
If you need additional information concerning this matter,' please contact Tim Heim at.[phone] or
via e-mail at [e-mail].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
G. Landon Davidson, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
cc: David Odom, P.E. — Odom Engineering, LLC (electronic copy)
,�_ Regiona 1�0#fice=Fi les�`=
Water Resources Central Files
PERCS (electronic copy)
G:\WR\WQ\Rutherford\Collection Systems\Spindale Collection System\WQ0038882 221 S FM and Lift Station.docx
Page 2 of 9

w'
WASTEWATER COLLECTION SYSTEM.EXTENSION 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 the .
Town of Spindale
Rutherford County
for the construction and operation of a 816—gallon per minute pump station with duplex pumps, on -site
audible and visual high water alarms, telemetry, and a permanent generator with automatic transfer
switch,,a 608—gallon,per minute pump station with duplex pumps, on -site audible and visual high water
alarms, telemetry, and a permanent generator with automatic transfer switch, as well as approximately
8,200 linear feet of 8-inch force main to serve the Town of Spindale Collection System as part of the 221
'South Force Main and Lift Station Project, and the discharge of zero additional gallons per day of
collected wastewater into the Town'of Spindale's existing sewerage system, pursuant to the application
received November 7, 2016 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's, Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environmental Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditions and limitations contained therein.
for-S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0038882
Permit Issued: November 23, 2016
Page 3 of 9

SUPPLEMENT TO PERMIT COVER SHEET
Town of Spindale is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Town of Spindale
Wastewater Treatment Facility in accordance with Permit Number NC0020664. .
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria. for the Fast -Track. Permitting of Pump Stations
and Force Mains -adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions and any.Special
Conditions identified below.
I. SPECIAL CONDITIONS
1. Each pump station shall be clearly and conspicuously posted using a weatherproof sign with a pump
station identifying name/number, 24-Hour Emergency telephone number, and name of the
owner/operator of the sewer system/pump station and instructions to call the number in the event
of alarm activation or other emergency.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall 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 shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.0110] .
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
Page 4 of 9

a. The sewer system shall be.effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b.. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspectionfrequency, preventative
maintenance schedule, spare parts. inventory and overflow response has been developed and
implemented.
d. Pump stations that are not'connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system. shall be inspected
at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted, at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B %0506(a), and public notice shall be provided as -required by North
Ca.rolina General Statute §143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to require grease interceptors at existing establishments. The plan shall also
include legal means -for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual, distribution of grease education materials to users of the collection system by the
permittee or its representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) .
of this Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
L Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee shall report by telephone to a water resources staff•member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
Page 5 of 9

a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical, or electrical failures of
pumps, line blockage or breakage, etc:; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (M)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved form) within five 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. Part 11 of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall'be considered a violation of the permit. and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation;- Declarations/Covenants/Restrictions; and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall include the following:
a. 'One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
clear on the plans or on digital media (CD or DVD disk) -and are defined as the design drawings
that are marked up or annotated with after construction information and show required_ buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
Page 6 of 9

c. Changes to the project that do not result in non-compliance with this permit, regulations, or the
N Minimum Design Criteria should be clearly identified`on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater,, increased
flow, pump station design capacity design increases of 5W or greater, and increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
modifications or variances to the Minimum Design Criteria will be reviewed on a case -.by -case basis
and each on its own merit. Please note that variances to the Minimum Design Criteria should be
requested and. approved during the permitting process prior to construction. After -construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be certified
until corrected. If there is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing. and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enfo.rcement-action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as niay be required by this Division, such as the construction of additional or replacement
facilities. [15A NCAC 02T .0110; 15A NCAC 02T .0108(b)]
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 9

FAST TRACK SEWER ENGINEERING CERTIFICATION
A
PERMITTEE:
TOWN OF SPINDALE
PERMIT #:
WQ0038882 .
PROJECT:
221 SOUTH FORCE MAIN AND LIFT STATION PROJECT
ISSUE DATE:
November 23, 2016
This project shall not be consideredcomplete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received. this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. Send the required .
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made.tributary, to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is.responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall,be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
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 221
South Force Main and Lift Station Project and location as referenced above for the above 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 of this
permit; 15A NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials.
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section 2090 US Hwy 70, Swannanoa, NC 28778
Asheville Regional Office Phone: [phone] FAX: [phone]

Division of Water Quality
Fast Track Application (FTA 12-12) for SewerSystems— RevleW, Checklist
Project Name. 2 Z 16 . I'Fvr Cj LPreliminaryReview Date.
. l ll ( p
Project Numb&: - 0--- Final Review Date:
—*Wft�
Reviewer,,, --I llyr�_ , jr
Application Pre -Review
Project is located in a County currently covered by the regional office
Application and supporting documentation submitted in duplicate?
One Original and One Copy
Correct appikatioA fee submitted? G.S. 143-215.Sb
Finsure that a check for $480 is submitted and made
: Application package is complete
Current application version (VTA
Bridproject narrative (per Section A of I
Certification of Public Convenience and I
(if applicable) -
Operational Agreements, signed an tdate(
(if applicable)
Flow Tracking / Acceptance Form
Flow Tracking / Acceptance PI
(if applicabld) . . . . . . . . .
Site M,
Stream
PE Cell
Applica
PM1dt wor-=
E]Ne w
Does .. the
signed
letter is provided)
W'es ONO
afes EINO
.. -Syk �S, Lrrq.o
es No
'IDNo
Yes []No
]Yes ONo
[]Yes
DW4
N
DYes ' '[]No
es - [:]No*
UY090", EINQ
E ' 94
for projects deemed permitted
Is the project eligt the Fast T ogram?
(y"es
Project not permute the fait. program,
esan per 15A NCAC 01C.0408
Is an alternative's sure sewers, STEP systems, vacuum systems, etc.)
funded nded through Finance Section.
If the applicant is a private entity (private utility)
[]Yes
Applicant has been designated as a public utility by the NC, Utilities Commission
Has submitted'a Certificate of Public Convenience and Necessity (CPCN)
or Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
If the -applicant is a private entity (Developer)
Elyes
Has submitted an executed Operational Agreement (DEV 06-13)
If the applicaiat . is a Homeowner's or Property Owner's Association:.
0Yes
Has submitted an executed Operational Agreement (ftQk 06-13)
and, Copy of the Articles of incorporation, Declarations and By4aws
QA0
.40

Wastewater Flow Information
Has the wastewater flow volume been calculated correctly (section B.9 of FTA 12-12)? QYes []No
*Flow is calculated per 15A NCAC 02T.0114
or
If daily design flow is not based on regulations ensure that the applicant has an approved flow reduction of
*daily design flow rate on file with the Division.
or
If other than 2T.0114, values must be supported with flow data per 15A NCAC 02T.0114(f)
(Contact. Central Office)
Has submitted Flow Tracking/Acceptance Form (FTSE 06-13) Dyes 54
Proper certification per 15A NCAC .01.06 (b) DYes [o
Form is dated within one year of receipt of application package -Yes 940
Is FTSE Planning Assessment Addendum Required? DYas [940
Required only for projects where available primp station capacity is <0.
Contact Central Office if needed
Additional forms (FTSE 06-13) required? E]Yes Elko
Required only if the owner of downstream sewer different then owner of W WTF
Design Information
Has a Stream Classification form been submitted (WSCAS 03-12) : []Yes
N/No
Required if any portion of project is withiii 100-feet of any surface water or wetlands
If no, verify separation on submitted USGS. Topographic 11�Iap . `
Note, 15A NCAC 02T .0305 (fl contains minimum separations required. for sewer
A variance is required if minimum separations cannot be avoided .
Has been signed, sealed, and dated by an N.C: PE ` s
E]No
SYes
Is Project design is in accordance with (ee s ction B.13 of FTA 12-12)
E]No
15A NCAC 02T
Gravity Sewer Minimum Design Criteria (latestvetsion)
Minimum Design Criteria for Permittingof Pump Stations and Force Mains (latest version) `
If no, a variance approval is required per the requirements of*15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations.
Contact the Central Office to discuss the variance request to determine a course of action. Variance approvals
are issued from the central office. If approved, the variance should be incorporated into the final permit
Project contains high priority lines (15A NCAC 02T .0402(2)) DYes
do
Contact the Central Office
Application Certification
Has a N.C. PE stamped, signed, and dated the application? &I s
E]No
PE with active license in North Carolina? s
[]No
Check the NCBELS to ensure Engineer is currently registered to practice
NCBELS License Lookup
Applicant (Owner/Permittee) signature meets requirement of 15A NCAC .0106(b)? [es
E]No
If not, is a delegation letter provided, delegating authority? Iv ' - DYes
[]NoIf
the owner is a corporation, is the corporation registered in N.C.? &]Yes
E]No
N.C. Secretary of State (Corporation Search)
2

f � �
Odom
Engineering
PLLC
November 3, 2016
NCDENR
Asheville Regional Office
Water Quality Section
2090 US Highway 70
Swannanoa, NC 28778
PROJECT: 221 South Force Main and Lift Station
APPLICANT: TOWN OF SPINDALE
125 Reveley Street
Spindale, NC 28160
152 East Main Street • Forest City, NC 28043
Phone [phone] • Fax [phone]
Please find enclosed an original and copy of the application for the 221 South Force Main and Lift Station
in Spindale, NC. Also enclosed is a check for the review fee and a site map of the project area.
This project consists of two new sewer lift stations to replace two existing lift stations. One of these
stations is named All American Homes Pump Station, and the other is 221 Pump Station. This project also
includes the construction of approximately 8200 LF of 8-inch force main, which will replace existing 4-inch
force main.
No additional flow is requested for this project, therefore no flow tracking form is required for this
project.
Sincerely,
David Odom, P.E.
NOV - 7 2016
Water (11'ay Re9bnal Operations
Asheville Reoinnai ruc—

lsl€ n of water @s►ources
iVE®
er ResOurOS
NOV — 7 2016
15A NC 02T .0300 — FAST TRACK SEI
INS RV
J
State of North Carolina
artrnent of Environmental Quality
Division of Water Resources
SYSTEM: EXTENSION APPLICATION
SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force trains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of. 15A NCAC'02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T 15A NCAC 02T .03009 Division policies and Hoodengineering practices:
While no upfront .engineering design documents are required for submittal, in accordance with 15A NCAC 02T ,Q305(b), design
documents 'must be prepared prior to- submittal of a fast track permit. application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A ',NCAC 02T .0305' and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100;
➢ Projects that do not.meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the. requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs)-or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
9 Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required items
are submitted. Adherence to these instructions and checking the provided boxes will, help produce a quicker review time and
reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. On Original and One Copy of Application and Supporting Documents
Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
d List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (Ail New and Major Modification Application Packages):
9 Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
Payable to North Carolina Department of Environmental_ Quality (NCDEQ)
D. Fas , Track (Form: FTA 04-16) Application (Required for All Application Packages):
Rr Submit the completed and appropriately executed application.
9 If necessary for clarity or due to space restrictions, attachments to the application may be made.
C If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretary of'State.
If the Applicant Type in Item 1.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
The Project Name in Item 1I.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional. En igineer.
p/ The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Pagel of 3

I,. Plow Tracking/Acceptance Form.(Form: FTSE 04-16) (If Applicable):
Submit the completed and executed FTSE form from the owners of the downstream sewers and.treatment facility.
9 Multiple forms maybe required where the downstream sewer owner.and wastewater treatment facility are different.
The flow acceptance indicated in form FTSE must not expire prior -to permit issuance and must be dated, less than one
year prior to .the application date.
Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67(a)
9 Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site -Maps .(All Application Packages):
Submit an 8.5-inch x 11-inch color copy of a USES. Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
9 Location of the project (gravity sewer, pump stations & force main)
9 , Downstream connection points and permit number (if known) for the receiving sewer
tl� Include a street level map showing general project area.
G. Existing Permit (All Modification Packages):
Submit the most recently issued existing permit.
`Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
N
\� Per 15A NCAC.02T .0305(h)(1), submit documentation of power reliability for pumping stations.
9 This alternative is only available for average daily flows less than 15,000 gallons per day
It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible
with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed
contractor, stating that "the portable power generation unit or portable, independently powered pumping units, associated
appurtenances and personnel are available for distribution and operation of this pump station."
If the .portable power source or pump is dedicated to multiple pump stations; an evaluation of all the pump.
stations' storage capacities and the rotation schedule of the portable power, source or pump,; including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity, (All Application Packages for Privately -Owned Public Utilities):
Per 15A.NCAC 02T_0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by
the sewer extension, or
y� Provide a letter from the North Carolina. Utilities Commission's Water and Sewer Division. Public. Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or that
franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
Home/Property Owners' Associations
• Per 15A.NCAC 02T .01.15(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and: By-laws.
4voevelopers of lots to be sold
❑ Per 15A NCAC 02T ,0115(b), submit the properly executed Operational Agreement.(FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED PLETED ,APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE°
REGIONAL OFFICE
ADDRESS..
COUNTIES SERVED.
,Asheville. Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water_Quality. Section
Swannanoa, North Carolina 28.778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvaniai Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water,Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery,, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone]'Fax
Mooresville'Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba; Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
(704) 663-1.699
Stanly, Union
[phone] Fax
Raleigh Regional Qffice
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality. Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office.
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem.Regional Ofrice
450 W. Hanes Mill.Road
Alamance, Alleghany, Ashe, Caswell, Davidson;
Water Quality Section,
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, ;Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
Division of Water resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSI.ON APPLICATION
FTA 04-I6 & SUPPORTING DOCUMENTATION
Application Number:
S6r'21--
ipleted by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Town of Spindale (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Scott Webber per 15A NCAC 02T .0106(b)
Title: Town Manaper
4. Applicant's mailing address: 125 Reveley St.
City: Spindale State: NC Zip: 28160-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
II. PROJECT INFORMATION:
RECEIVED
Division of Water Resources
NOV - 7 2016
Water Quality Regional Operations
Asheville Regional Office
1. Project name: 221 South Force Main and Lift Station
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Rutherford
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.3192° Longitude:-81.9318'
5. Parcel ID (if applicable): 1305141 (@221 S Lift Station
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: David Odom License Number: 21130
Firm: Odom Engineering,
Mailing address: 152 E. Main St.
City: Forest City State: NC Zip: 28043-
Phone number: 828 247-4495 Email Address: davidodomna.odomen ing eering com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Town of Spindale W WTP Permit Number: NCO020664
Owner Name: Town of Spindale
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ Downstream (Receiving) Sewer Size: 8 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS00053
Owner Name(s): Town of Spindale
FORM: FTA 04-16 Paae 1 of 5

YT. GENERAL REQUIR EWNTS
1, If the Applicant is a Privately -Owned Public Utility, has a Certificate of, Public Convenience and Necessity been attached?
❑ Yes ❑No VIN/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No MN/A
3, If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM`: HOA) been attached?
El Yes ❑No MN/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑ Car Wash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
Businesses / offices / factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater: 75 % Domestic/Commercial %Commercial
25 % Industrial (See15A NCAC 02T .0103(20))
1Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
9 If yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
F Daily Design Flow a,b
No. of Units
Flow
Ultimate Textiles
370,000 gal/month*
18,500 GPD
Timken
357,000 gal/month*
17,850 GPD
US Precision Construction
4000 gal/month*
200 GPD
Future Development
350,000 gal/day
350,000 GPD
gal/
GPD
*based on available flow data
gal/
GPD
Total
386,550 GPD
a See 15A NCAC 02T .0114(b). (d), (e)(1) and (e)(22) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4 .
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
Wastewater generated by project: () GPD (per 15A NCAC 02T .0114)
9 Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
❑V /Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 pson 7 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
9 Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: All American Homes Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.3060' Longitude:-81.9135"
3. Design flow of the pump station: 0.35 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 608 gallons per minute at 197 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
8
8200
C900 PVC
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: 221 Pump Station
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.31920 Longitude:-81.9318'
3. Design flow of the pump station: 0.47 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 816 gallons per minute at 230 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
Existing Force
Main
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
® Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage.
FORM: FTA 04-16 Page 3 of 5

IX. SETBACKS a& SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(fl):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(f) & (g)
9 15.A NCAC 02T.0305 contains minimum separations that shall be provided for sewer systems:
M 'Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
"Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> 15A NCAC 02T.0305(Q) contains alternatives where separations in 02T.0305(fl cannot be achieved.
9 **Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
9 If noncompliance with 02T.0305( or (g), see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [—]No
9 See the Division's draft separation requirements for situations where separation cannot be meet
9 No variance is required if the alternative design criteria specified is utilized in design and construction
9 As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
9 This would include Trout Buffered Streams per 15A NCAC 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? N Yes [—]No
9 Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
9 Information can be obtained from the 401 & Buffer PermittingBranch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)?
® Yes [-]No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-16 Paize 4 of 5

N. CERTIFICATIONS:
1, Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pun Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents
2. Professional Engineer's Certification:
I,
(Professional Engineer's name
Application Item III.1.)
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation 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, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, 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.
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.
North Carolina Professional Engineer's seal, signature, and date:CA
9
21' 3J
1pf ��� •S'ri �^-yK j
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, J colt [Jc 1,beY- - jo %A n i
(Signature Authority's name & title from
ler—
Item I.3.)
attest that this application for
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 documentation and attachments are not included, this
application package is subject to being returned as incomplete, 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. _
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.
r
f �
Signature: Cl/� t,—�----- Date:
FORM: FTA 04-16 Paae 5 of 5

xL'lft
r`fQ��` �( �rs�r'
II II" { �/ � g
V�L ✓l\��.�
`7,� -,-' `:
.WO•
0W N� I•
.- �}'
t'W/� Z
`j+ I�'fb�
_I�O�4P \
' - _ tl
� •'����
' � ori/ � r'
\t'() �, r --'•i: ;......�
1;( �O �,�
\ �f_�� (
pPt a _ _
�r \ 4�
- �..
s � !A//'-
1'
,•� '1
\ 0 _-e \
�
_J }
.-v' .�i�
oy...
�
�lsOn��\rsoEhermal
//�i��l} S�
�i�-�,��t.
f/�' � r`t\ �, i I.11. �1
SI I I/�;A' `� '�-�/ J��
� F\ � �:po ��
'� %Ilac� �
a 1
/; F /' �., y 1 r %U'Ny
,r �!'� �
��\` I �' `\ �
`" � �- �;
rt��.t _ ..��
\`a � _�
O
� Y POORS FORA
'r , Y
F'�,LrMavl le
R rl LQiufth •fum
`-1
�"•----..�-��
�1�°� �
t`}9 �� � /^
�(� -
y�>� - �
''J S
cp,°e v' o°°
3°° ! ^'(� �.
•i
(t'`jlk"}, �.~r
�� � I�
: ) I
�' l )� - � 1
f �_�, '
1 (4)�*-t�•: ��_�
\i 7
1.
''i' t' eB L - `0 t^
\J e
�s
_�
�'- �/�\MOu Vi2w 'Js�
� G< i r•`�'' . %
c � Ch rch.Cem'O
���✓
Q fib\ -G
(t ��
`J.• �,. �
', � (1(.
�.. PORT
.I Ro
�
`]"i 4, �1, •/AAOp
! 1 1 y1pP0E
/ �T R/ /'4
°
u1� �
/y'�,i . � r
(e �
RO
'
" lee e
a
� %p
St E
pN�
='o --
p ,_
c' 1 J\
^•. P°
��4.}
:rT�l tl��"
\.� �4:
.t. �� i�'••;/4f/);
.� r
���
_
{�� _�,�-�<)'�
jI ,�,, -�
e° _ �
,io �
_
"'•-.�.,�7
pe r•ne} `.\
__
/l
\\�(r ( I �"
,, f ��•-'
% /®�'�
s7 �`�.,�-(
(�
e
1
\ 1\ 1 '�`! �y
Nun4l Y'
ChurU
J p a -`�'V%
l � \
�i'; / l.-
� 1 //,p j
�; CT`I •!
-�v•
_ 1 s7
i
\.'Br�`..t
v, r/,1/'I���>`-%�.i
JJ
� � � (I/}
� 0 4r'�
"-v,����
�
{�
4 �<r� W
l •n'r '
ly�y �, i�--� (Sb>'?Ise
RR s -nset`
1.. ,•` -
FXV
(
~
G
1 �.
I-.. 1
..
51„�,
x /
,��---f^^�--1--�
. .. \ •`+.
--' �'-----_-`�-
1
h`.�
- r� a f
--
3.
E e \ '
Y. lMemorla{ SpN
Park•
_
_
1.
� �",.> . 1 l
(ice t �'y -!�/1 �::
� / 1.-,�� - �
���� , � \
� ° i \\ � ` ��
. �..a -
7 } `) J''�"'l
. Jns
`t� r' (
� --
� • ��
-, �4 �.p ...
;'.� � ,
�-IRCH'NUTCN/N\
'r.:\�� r }-lr
�.\l
-��-�` o��r"�`��. (�
'.1 G'�� �
- .-_,���,
`,j� � �i�
� ��.. 11� �, �,
aoJ1, ji\'�i _
J
�
_ ?a ��`�--•�
i�� � �s$'��
A`.�-
r % f-
x
�.
. � �\_.�
-�����
�
�•�
•,:J �
L�AP.�,'!
-�I �
(
nAOFI�I �-�.I
� J
�r r'�
NR " �m _
S`L,// f
„�• %'i.�
(/!
!a `
%,�'�'.`.-' �1 I�F����``�-�ABERi:`
� Y Yr'7` {..t\
(I� ���U.! �/'-\
/�rf/ (1��\�-
i' 1 1' i k
f
�l ASH (,� ��
�._1��W� `
y7� �/G - i5t!t' �,�
J ✓ p
�I
V ` F OP
/lt I�l��� �
�(�, (/ yTP �'��
F ,y?I (
��}u �P� I
��� �
•1 �r`ro ' I��,'�
1%��(---..
pU
i'
l \�.. \ tJ
A
�L.{ J��(�/�c\''�
-
CN�(Hp
,�/'
_ __
La`�:e� l.� *
-.r��. _
`vim
�•
{���--���--•..,\\aJ
l'-. 'I�`. �./_ ,i
`., �/ t
_
\ �
�'s� � tM�ON�J
.�J`jv
4
_
�\�-`._
,/<rt/X, �'���•,1 -�r
`- \f�J{C-J\ i 0. r
1
_ _
—'�i CMt �A" r \
�1�pR
f t cN E $
/�._}(\\'I:{i
I�
���"G°1��{1 U, r-✓
z
,1 �� ( !i`
�' \�l ��•, �Q_•�l
`� y.. i/.. (;�
Q � � r J^,
(J/�/(//'—`J•J
��
'`�r O{
�� - - V
'���, J:�
V\�� li'{..
\/\) 1�`�(�o��
'1' :r'.�'. \ .\
Tr�/��
� r ,''.i �
Ui'rcT.
_:-�Jl�.
em�'`\�-��. m' �.
`T \��-..
f =,\. \0.��:
Tf.
{SzNFN�l
\f '6i I �r^/ V:�-'.-: f
\C' -.1
�r\,\
r�5��
. _
V,tl _\tW0
`�'
1�_ !p%"CH��
it Jr
-
( 3\\\. /:✓��V
P_(�'`
'„P
�1/RES
��
i� \
11
TRDUP M `-" NOuV
•r
•-� - -
i { (
_
1
�
)J/ CARROrJ - o
�
�\ipg4 j! fi
"• lI
II'i•l
D•anieltoa
.,
,
1 1'",d C;: F<-, .�f�l'.�•
l � C�KC" C�o .�.
(I
I ,, ,} (_l }i
� �� � -�f 'Ta�en
1 �
_. _�-l'
`�q4P. f•I r
n
��;o '� s�-�. '�i
. i� �' . `y
%�'rr`-
r, r�. I�,f'•
Ii %WeshburttlG
lip
,{�.
.�a•-1L'i��(3� ��}�w'\•*.,�
yiY� L1V1$ rf� \r f}
/ I ~-• � <W�
1, �':�i?:
`� �e£.N�, ....
�UJ. .�rrH C
� �cy��
�
/
....)�1 �
�"�,• ..
���i '•�:
r�6•'
.. � (/�
� � A1UiT�057
I�r -I. x,. ..--. 4s�CT
L � 1
�,
� �
� ( r
�: � fir'
� �, e ! f/. •+• '1 /
'�„ {
- \
/
t.
r•; ..
'•y� �
/ j �
�
' r
t � ; � L' i•'
C
Creek„Ce `
1
-.• J
.. span 1
/
a�c8h"Cem e � 4 ��
-
-� n -
��_, S .Ln-
� ...
�/-�
r-� S •
r' y
-"�� 7
�1^_+ �.: �(�a
d J�-'� J y.OP�J�-
(�.�/�1�"�I/!�

ti
3 e) 0 J�')-
dV

L
North Carolina Department of Environment and Natural. Resources
Pat McCrory
Governor
March 28, 2014
Melvin B. Melton
Sterling Oaks Apartments, LP
2021 Cross Beam Drive
Charlotte NC 28217
Subject: Permit No. WQ0037038
Melvin B. Melton
Sterling Oaks Apartments, LP
Wastewater Collection System Extension
Rutherford County
Dear Mr. Melton:
John E. Skvarla, III
Secretary
In accordance with your application received March 21, 2014, we are forwarding herewith* Permit
No.WQ0037038, dated March 28, 2014, to Melvin B. Melton for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of issuance
until rescinded and shall be subject to the conditions and limitations as specified therein'. This cover letter
and supplement shall be considered a part of this permit and are therefore incorporated therein by
reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained in
accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Sterling Oaks Apartments, LP to ensure that the as -constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties in accordance
with North Carolina. General Statute §143-215.6A through. §143-215.6C, construction of additional. or
replacement wastewater collection facilities, and/or referral of the North Carolina -licensed Professional
Engineer to the licensing board.
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 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150E of 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.
Aer Quality Regional Operations —Asheville Regional Office
90 U.S. Highway 70, Swannanoa, North Carolina 28778
one: 828-296-4500 FAX: [phone]
emet hftp://portal.ncdenr.org/web/wq
Equal Opportunity 1 Affirmative Action Employer

Sterling Oaks Apartments, LP
WQ0037038
If you need additional information concerning this matter, please contact Jeff Menzel at [phone] or
via e-mail at [e-mail].
Sincerely,
for Thomas A. Reeder, Director
Division of Water Resources, NCDENR
by G. Landon Davidson, P.G. Water Quality Regional Operations Supervisor
Division of Water Resources, NCDENR
cc: Jim Chandler, PE
Rutherford County Health Department
.Rutherford Building Inspections Department
Town of Spindale WWTP NCO020664
Water Resources Central Files
PERCS (electronic copy)
G:\WR\WQ\Rutherford\Collection Systems\Spindale Collection System\WQ0037038 Sterling Oaks Apartments.doc

Sterling Oaks Apartments, LP4
WQ0037038 G
NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Sterling Oaks Apartments, LP
Rutherford County
for the construction and operation of approximately 592 linear feet of 8-inch gravity sewer; to serve' 12
one -bedroom units, 28 two -bedroom units, 16 three -bedroom units and 2 daily employees as part of the
Sterling Oaks Apartments project, and the discharge of 15,410 gallons per day of collected domestic
wastewater into the Town of Spindale's existing sewerage system, pursuant to the application received
March 21, 2014 and in conformity with 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; 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 rescinded and shall be subject to the specified
conditions and limitations contained therein.
Permit issued this the 28th day of March, 2014.
,Zzz�� e2j
for Thomas A. Reeder, Director
Division of Water Resources, NCDENR
By Authority of The Environmental Management Commission
Permit Number: WQ0037038

Sterling Oaks Apartments, LP
WQ0037038
Sterling Oaks Apartments is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension. The
sewage and wastewater collected by this system shall be treated in the Town of Spindale's Wastewater
Treatment Facility NCO020664 prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not meet
15A NCAC 2T; the Division's Gravity Sewer -Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division approval is
based on acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the
application. It shall be the Permittee's responsibility to ensure that the as -constructed project meets the
appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the. Permittee, a formal permit request shall 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 shall`be considered on its merits and may or may not be approved. .
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance with
the conditions of this permit; 15A .NCAC 2T; the Division's. Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the application
and other supporting data.
4. The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee shall
maintain compliance with an individual system -wide collection system permit for the operation and maintenance
of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the following
performance criteria shall be met as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan including pump station inspection frequency, preventative maintenance
schedule, spare parts inventory and overflow response has been developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e. 365 days per
year). Pump stations that are connected to a telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.

Sterling Oaks Apartments, LP
WQ0037038
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with 15A
NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute §143-
215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control ` Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control grease
entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer overflows.
L . Right-of-ways and easements shall be maintained in the full easement width for personnel -and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years with
exception of the map, which shall be maintained forthe life of the system.
S. Noncompliance Notification:
The Permittee shall report by telephone to a water resources staff member at the Asheville Regional Office,
telephone number (828)-296-4500, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless'of volume, that reaches surface water
Voice -mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. ' Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of the
above•occurrences shall file a spill report by completing and submitting. Part I of Form CS-SSO (or the most current
Division approved form) within five 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. Part II of Form CS-SSO (or the
most current Division approved form) can also be completed to show that the SSO was beyond control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface waters
of the State.
7. Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities, the
completed Engineering Certification form attached to this permit shall be submitted with the required supporting
documents to the address provided on the form. A complete certification is one where the form is fully executed
and the supporting documents are provided as applicable. Any wastewater flow made tributary to the

Sterling Oaks Apartments, LP -
WQ0037038
wastewater collectionsystem extension prior to completion of this Engineer's Certification shall be considered a
violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification..
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines & force mains) of
the wastewater collection system extension. Final record drawings should be clear on the plans or on digital
media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated with after
construction information and show required buffers, separation distances, material changes, etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating point,-
buoyancy calculations, available storage if portable generator(s) or storage greater than longest past three
year outage reliability option selected) for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space provided,
or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pumpstation
design capacity design increases of 5% or greater, and increases in the number/type of connections), regulations,
or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design Criteria will be
reviewed on a case -by -case basis and each on its own merit. Please note that variances to the Minimum Design
Criteria should be requested and approved during the permitting process prior to construction. After -
construction requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation.
8. A copy of the construction record drawings shall be ,maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials may subject the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes. §1437215.6A through §143-215.6C, construction of additional or replacement wastewater
collection facilities, and/or referral of the North. Carolina -licensed -Professional Engineer to the licensing board.
10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required by
this Division, such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not. exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that 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 NCG010000, and
any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H.0500.

Fast Track Engineering Certification
Permittee: Sterling Oaks Apartments, LP Permit No: WQ0037038
Project: Sterling Oaks Apartments Issue Date: 28/63/2014
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD disk) in pdf
format. Record drawings should indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable generator(s) or •
storage greater than longest past three year outage reliability option selected) for any pump stations permitted as part of
this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or minimum design
criteria. Modifications should be submitted prior to certification.
This project shall not be considered'complete nor allowed to operate until the Division has received this Engineer's Certification
and all required supporting documentation. Therefore,'it is highly recommended that this certification be sent in a manner
that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has been
constructed pursuant to the applicable standards & requirements, the .Professional Engineer below has provided
applicable design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
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 subject project 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 of this permit; 15A NCAC
02T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track. Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
WATER QUALITY REGIONAL OPERATIONS SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 U:S. HWY 70
....................................................................................... SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater
flow made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification
shall be considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
DWR Use Only
Flow from this project is tributary to:N00020664

Division of Water Quality'
Fast Track Application (FTA 12.12) for Sewer Systems— Review Checklist
Pr eci Name: &4eR�, •iG DA K� 494• Preliminary Review Date:..3-�
Project Number:' `WQQ 03_703 $ - Final Review Date:� 2� / `l
--- -- -
Reviewer: ��
M,e wt Z.t. L
Application Pre Review
Project is located in a County currently covered by the regional office
es [3No
Application and supporting documentation submitted in duplicate?
NQYes*4 ONo
One Original and One Copy .
Convect application tee submitted? G.S.143 215.3D
es LjNNo
Ensure that a check for $480 is submitted and made out
Application package is complete
�
Current application version (FTA 12-12)
Dyes B90
Briefproject narrative (per Section A of FTA
[]Yes []No
Certification of Public Convenience and Neces rovided
E]Yes ONo
(if applicable)
Operational Agreements, signed an dated
Yes ONo
(ifapplicable)
FIow Tracking / Acceptance Form - 3), signed
es []No
ryes
Flow Tracking / Acceptance Plannin' s Addend
E]No
(if applicable)
Site Map and Street 1 Map (per S F of )
�es []No
Stream Classifica " SCAS 03- igued, ` d dat
OYes []No
(must b e :C. PE)
PE Certificatio licaton ed, seal ed by
�� []No
Applicant Certifi is signe dated (or 'on letter is provided)
des ONo
Permit Info
't Modifi
Does the require a p
PYels []No
See ' ' g by Re 15A 02T.0303 for projects deemed permitted
Is the project eligt the Fast ?
es []No
Project not parrot the fast program '
Requites.an En ental smentper 15A NCAC O1C .0408
Is an alternative s o sure sewers, STEP systems, vacuum systems, etc.)
Is funded through th Finance Section
If the applicant is a private entity (private utility) '
s []No
Applicant has been designated as a public utility by the NC Utilities Commission
Has submitted a Certificate of Public Convenience and Necessity (CPCN)
or Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
If the applicant is a private entity (Developer)
OYes [)To
Has submitted an executed Operational Agreement (DEV 06-13)
If the applicant is a Homeowner's or Property Owner's Association:
DYes JNo
Has submitted an executed Operational Agreement (HOA 06-13)
and, Copy of the Articles of Incorporation, Declarations and By-laws

Wastewater Flow Information
Has the wastewater flow volume been calculated correctly (section B.9 of FTA 12-12)? ❑Yes ❑Nc
-Flow is calculated per 15A NCAC 02T.0114
or
If daily design flow is not based on regulations ensure that the applicant has an approved flow reduction of
daily design flow rate on file with the Division.
or
If other than 2T.0114, values must be supported with -flow data per 15A NCAC 02T.0114(fl
(Contact Central Office)
Has submitted Flow Tracking/Acceptance Form (FTSE 06-13)
❑Yes ❑No
° Proper certification per 15A NCAC .0106 (b)
❑Yes ❑No
Form is dated within one year of receipt of application package
❑Yes ❑No
Is FTSE Planning Assessment Addendum Required?
❑Yes ❑No
Required only for projects where available pump station capacity is <0.
Contact Central Office if needed
Additional forms (FTSE 06-13) required?
❑Yes ❑No
Required only if the owner of downstream sewer different then owner of WWTF
Design Information
Has a Stream Classification form been submitted (WSCAS 03-12) .
❑Yes ❑No
Required if any portion of project is within .100 feet of any surface water or wetlands
If no, verify separation on submitted USGS. Topographic Map
Note, 15A NCAC 02T .0305 (fl contains minimum separations required for sewer
A variance is required if minimum separations cannot be avoided
Has been signed, sealed, and dated by an N.C. PE '
❑Yes []No
Is Project design is in accordance with (see section B.13 of FTA 12-12)
❑Yes ❑No
15A NCAC 02T
Gravt Sewer Minimum Design Criteria (latest version)
Minimum Design Criteria for Permitting of Pump Stations and Force Mains (latest version)
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
Applicant must submit TWO copies of the plans, specifications, and calculations
Contact the Central Office to discuss the variance request to determine a course of action. Variance approvals
are issued from the central office. If approved, the variance should be incorporated into the final permit
Project contains high priority lines (15A NCAC 02T .0402(2))
❑Yes ❑No
Contact the Central Office
Application Certification
Has a N.C. PE stamped, signed, and dated the application? ❑Yes ❑No
PE with active license in North Carolina? ❑Yes ❑No.
Check the NCBELS to ensure Engineer is currently registered to practice
NCBELS License Lookup
Applicant (Owner/Permittee) signature meets requirement of 15A NCAC .0106(b)? ❑Yes ❑No
If not, is a delegation letter provided, delegating authority? ❑Yes ❑No
If the owner is a corporation, is the corporation registered in N.C.? []Yes❑No
N.C. Secretary of State Corporation Search)
7

RECEIVED . State of North Carolina
D10slon of Water Resources epartment of Environment and Natural Resources
Division of Water Quality
MAR 2 1 2014 FAST -TRACK APPLICATION
(FTA 12/07 very)
Water duality F@949MVI" S WERS, PUMP STATIONS, AND FORCE MAINS
Asheville Re ' O is sewer systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
http://h2o. enr. state. nc. us/peres/Collection%20SystemsICollectionSystemApplications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed glans and specifications unless you respond NO to Item B(13).
Separate applications should be made for non-contiguous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A.NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07" (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies, of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to, permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA 12/07

Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
,'sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required. setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments If this project is subject to an Environmental Assessment (EA).[15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — -Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
RegisteredProfessional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
'DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren; Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph, ,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at:
http://h2o.enr.state.nc. uslperes/Collection%2OSystemsICollectionSystemsHome.htmi
or contact the Regional Office serving your county.
FTA12/07

-----------
USE THE TAB KEY TO MOVE FROM,FIELD TO FIELD! Application Number
, - --"
r
(to be completed by DWQ)i
___r(YrQ00.37.038_
` f1.
i ner/Per
Owmttee: 3n0�
1 a.
_........_...__.............._.._,_,..W._____._........__.............,:..................................._..._,...----- ._.._.__......_.....__..._... _ _ _......_w._.,--_-_,_....._..__.............,... ............ _..._........_------- _..............__....._._._�.........._..........
Sterling Oaks Apartments, LP
`
full Legal Name (company, municipality, HOA, utility, etc.)
Z. 1 b.
Melvin B. Melton - President
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
H�
Q' 1 c.
�'
The legal entity who will own this system is:
❑ Individual, ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partnership ® Corporation ❑ Other,( (specify):
........................................ _ _ _.............. „
Qrt1d.
2021 Cross Beam Drive 1e. Charlotte
;
LL
Mailing Address City
Z 1f
_.._.___..................:_....................._. T._ ____....____...........__....__:......_...._...._....------ --------- ----- ...................................... _ _.. _..,..,......._...____.___...._...........................:..........:.............._...
North Carolina 1g. 28217
Sta Zip Code
.,te
0 --_..
1 h.
-... _..__._................._._ ____._____..__.__...___........._....___.... _... _ .. _. _. _, ______ ..._. __ ..........._._ .__........_....__ __.
704-357-6000 11 i. 704-357-1881 11j. mmelton
H`
a__
Telephone Facsimile' i E-mail KtUtIVrZLJ
_... _.. __.._.._._....__....__.....__.__.._.__.....___.._.._..._.__ ....,....,. _,... _ _Dw .Qf-water ResQur.CSs,....._......_.....__
2
Proiect (Facility) Information:
J 2a.
_._____........._........_.__.._ _............_.........._._ � _ __ � _..__.._.................__ _W._ _........._.__._... _......._._.__._W.__.................................._......
Sterling Oaks Apartments 2b. Rutherf d
",.
Brief Project Name (permit will refer to this name) County here Projoi ' L c to
3.
Q
Contact Person:
'3a.
Q_
Jim Chandler, PE - Project Engineer Water Quality Regional Operations
Name and Affiliation of Someone Who Can Answer Questions About this Appli ation Asheville Regional Office
3b.
919-390-4227 �3c. [e-mail]
Phone Number E-mail
1.
i
Project is ® New ❑ Modification (of an existing permit) if Modification, Permit No.:
2.
Owner is ❑ Public (skip to Item B(3)) ® Private (go to Item 2(a))
2a.
If private, applicant will be: •. 2b. If sold, facilities owned by a (must choose one
® Retaining Ownership (i.e. store, church, single office, etc.) or ❑Public Utility (Instruction C)
{
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) ❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
� '3:
Town of S indale-
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
4a.
Town of Spindale WWTP 4b. NCO020664
Name of WWTF WWTF Permit No.
15a.
S indale 5b. 8-inch ®Gravity 5c. WQCS0053
Town of
,.
Owner of Downstream Sewer Receiving Sewer Size ❑Force Main Permit # of Downstream Sewer (instruction E)
.......
. ___"_._.___,__._..........................._._.__._.._.._........__.._.........__._................:.....,._.....,...:...................._.........._......_...................._............ ___,_....,.,..__..�._........_............................................. _.._ .___
on in of this wastewater is check all that a I _..,........._..:.:_....:..___i...._.........______._..........._::..._......_.._ __ _
g (._.._.__. __.P.p_Y),._.._.........._......_.
wZ
�
100 %Domestic/Commercial
❑ Residential Subdivision ❑ Retail (Stores, shopping centers)
® Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
W❑School
El Church (RO: contact your Regional Office
❑ Restaurant El Nursing Home
i
.Pretreatment sta
❑ Office ❑ Other (specify):
m
t
% O her {specify)...........................,I
:7.
.........,__..___w____W........................___._.__................................w......,................................................................_....._. _._..........:..._......_......__ .
Volume of wastewater to be allocated or permitted for this particular project: 15,410 gallons per day
not include future flows or previously permitted allocations^...:..,. ___.__......_..__................._..__.....................:.._.__ _.
_,8.
_*Do _
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
I
permit is required)
FTA 12/07

............ .............................................. _..... ___._.__.._...................... ,............ ,---------- _..._..__ _-- _
9 Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
(12) 1-bedroom units @ 240 gpd/bedroom + (28) 2-bedroom units @ 240 gpd/bedroom +
(16) 3-bedroom units @ 360 gpd/bedroom + 2 daily employees @ 25 gpd/employee
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
............ ....... ...__.__...._ -- _ __..___....._- .........,...........-------------------------- ._ ........._..__--------- ----------------
.. _ _........................_. ___.._.....................,
__.
Size (inches) Length (feet)
New Gravity or Additional
Force Main
_____.-_.........................__._._.._..__._..._.__.............................................. __ ___...,. .................................
_......
8 591.82 New Gravity
_._r_...._...__.___.._.._.__.W_........................_......._..... ....... ....._...... _-_ ....__......_.__._.....W...................................._...............................
_............... ------- ---------- ...................... _. ____.__...................1
�-
f
_.._______..__......._........................._,....._...,.,.._._ ..., ..--------- ---- ___._ ------- _--------------------- ,.........,...._..._...___...,_-------------------------------- ___.. .................. ,.____--
0 11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
---------------- _._..............__........................._._____________..__..____.._...._._.._. - _..._ ____._._.___..__.__.....___..__..__..........._..______..______......... . ___ ....:..................................._._..____�
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z_............_..__ .................. __..:_ __. _._.._._._..._......_.. _._. __._.
Design Flow Power Reliability Option
H Operational Point:
Z (MGD) GPM @TDH 1 -permanent generator w/ATS, Force Main Size Force Main Length
Q' _ 2 - portable generator w/MTS
V.......... _ _ ____._ ... ---_..__:_._................................... _ ... . _ _:_.....:.........._..............._,,..---....._---- --.......... _..__._..._.............. .............. w _._.....
Z
..........
1-- Pump Station Location ID (self chosen - as shown on plans/map for reference)
Q__.._..._.._ __ .....__....__......._...._.._....__......__.._ ___.__.___._....___._.__ ........._------- ____ -.............--- --. - _. ---------.._ �
Design Flow Operational Point, Power Reliability Option
(MGD) GPM @TDH 1 -permanent generator w/ATS, Force Main Size Force Main Length
2 - portable generator w/MTS
_.._:.........._..._.......________. __.._........................................ .........................
Z'
I
w, ;Pump Station Location ID (self chosen - as shown on plans/map for reference)
_ _............................. _ .............................., r _ _._. _.....................................
W
a Design Flow Power Reliability Option
Point Operational
(MGD) p 1 - permanent generator w/ATS, I Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
<..
....._._......_._ _.........._._.._,....._.......__......__........._----- ........__..___.__._._.__._.._....._._...._.............,........... ._..........._......__._._._..... _. _----- ___..............__._....... ...................... .---- _.__--- ._---- ...............,..,.........._.....................................
I
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
T❑ Yes ® No If Yes, permit number of 2"d treatment facility
. kRO — if "yes" to B,12 please contact the Central Office PERCS Unit)
----------- ....._------------- ------- ....:............_.......__.___----------------------------------------- ..._. _--- _...._..._...._.__..__.._._._ _.. _ __
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
I variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
r:s
FTA 12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A In Process
Stormwater? ❑ Yes ❑ No ® N/A In Process
5. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
:heck if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Melvin B. Melton, attest that this application for Sterling Oaks Apartments 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 documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina 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.
MA
­2
Signing Of I Signatur Date
_ , __ _ ___...._......... _... .._,.....__._. -_._............_..._--- ._._------- ....._._..._..._..._..._....._.__................................ _ __.... _ ___._....._ _._ .._...............
i ;ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305 .
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
James F. Chandler, Jr., PE, attest that this application for Sterling Oaks Apartments has been reviewed by me and is
LL , accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed design has
I been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
I `Syr,I adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other ,
professionals may have developed certain portions of this submittal package, 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. Note: In accordance. with NC General Statutes 143-215.6A and 143-295.68, 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.
_..._. _..................... __ __.._......................_ _.............__._ ____..................
12a. James F. Chandler, Jr., PE �eeee�e�ea����p�os���
Professional Engineer Name •`�pR�H CAR,
_..-..........._......__.._...__ __ __..._..__.._..._.._._.._.._..._.._:........__..__......................................................._..__-__- __
i ............. li
k 2b Chandler Engineering, PA too
p2.2
Engineering Firm Q- 7.
---------- _...................._..............................._............ _............
oSEAL
2c 309 S. Fuquay Avenue N'; 026466 Cr
I Mailing Address ®-�
......... .— __.____..... _...................._.........._.__ _..___ _._.........to
a 2d. Fuquay-Varina i2e. NC i2f. 27526 �5,� '•.G/NEE ••
City State Zip
_- ___........_......:.........._..........................-...._ ____.__..._.__..._............_.._....-m.,._.
®®® , �.
� �2g. 919-390-4227 2h. 919-552-6962 2i. [e-mail] °0g1
Telephone Facsimile E-mail NC PE Seal Si na re &Date
FTA 12/07

TOWN OF SPINDALE
PO Box 186 ® 125 Reveley Street a Spindale, NC 28160
JY r
March 3, 2014
Mr. James Chandler, P.E.
Chandler Engineering, P.A.
309 Fuquay Ave.
Fuquay-Varina, NC 27526
RE: Sterling Oaks Apartments
Signed Form FTSE 10-07, Entitled
Flow Tracking/ Acceptance for Sewer Extension Permit Applications
Dear Mr. Chandler:
Our engineer, Kurt D. Wright & Associates, Inc. (KDWA), has reviewed the site plan and permit
application for the private sewer to serve Sterling Oaks Apartments. Based on his recommendation, we
have signed the NCDENR Form FTSE 10-07, which is required to be included in your submittal packet to
the NCDENR- When you submit the final drawings to NCDENR, please send us a copy for our files.
Sincerely;
a-12zeZ� �
v
R. Cameron Mc
Town Manager
Cc: Kurt Wright, P.E., BCEE
David Arrowood, Spindale Public Works Department
REc VEDSion «e
M hR 2 1 2014
Regional Operations
WateAshevi le Regional ---
Phone [phone] Fax [phone]

pF W ATF,Q State of North Carolina
11� QG Department of Environment and Natural Resources
r Division of Water Quality
-i
p ,c Flow. Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: Sterling Oaks Apartments, LP
Project Name for which flow is being requested: Sterling Oaks Apartments
More than one FTSE-10/07 may be required for a single project if the owner of the WWTP is not responsible for all
PUMP stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. 'WWTP Facility Name: Spindale Wastewater Collection System
b. WWTP Facility Permit #: NCO020664
All flows are in MGD
c. WWTP facility's permitted•flow 3.0 (First Tier
d. Estimated obligated flow not yet tributary to the WWTP 0.0088
e. WWTP facility's actual avg. flow 0.955
f, Total flow for this specific request 0.01541
g. Total actual and obligated flows to the facility 0.97921
h. Percent of permitted flow used 32.64% (First Tier)
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP"
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Finn/Design) Daily Flow, MGD
E
Division
MAR 2 1 2014
ti
Water Quality __ e9' . ��,, , ons
III. Certification Statement:
I, R. Cameron McHargue , certify that, to the best of my knowledge, the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the
receiving wastewater treatment facility and that the flow from this project is not anticipated to cause any
capacity related sanitary sewer overflows or overburden any downstream pump station en route to the
receiving treatment plant ,under normal circumstances. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed, above in Sections I and II for which I am the responsible party. Signature of this form
indicates,acceptance of this wast water flow.
Signing-0 fficialSigna re Date

__ -T - ___
000,
Ilk,
411
ci

cdc4::
CIVIL DESIGN CONCEPTS, PA
Transmittal
Date: 4-14-2015
Project Name: Timber Ridge Cottages
CDC Project: 11201
State Project:. WQ0036376
To: Surface Water Protection Supervisior
Asheville Regional Office
2090 HWY 70 Swannanoa, NC 28778 n
Via: Mail X Overnight _ Hand Delivered _ Pick up @ CDC Office
------C----- ----- ------ Date -----------------------Description------------------------=
1 2-24-15 Engineers Certification
REMARKS: Please contact our office with questions or concerns.
ivisRE wE1V�ED
�roes
APR 1 6 2015 .
Regional operations
Water Quality 9
Asheville Regional oiiice
By: Jason. P ss
Cc: Jimmy Roystei
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

FAST TRACK ENGINEERING CERTIFICATION
Permittee: TOWN OF SPINDALE Penmit No. WQ0036376
Project: TIMBER RIDGE COTTAGES Issue Date: 03/04/2013
Complete and submit this form to the permit issuing regional office with the following:
• One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should Indicate the design and the marked up changes during construction.
• Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Perm!
modifications are reaulred for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore. -It is hlehiv recommended that this certification
be sent In a manner that Provides proof of receipt by the Division
J I PERMITTEE'S CERTIFICATION
I,A the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements , the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted erein or portions thereof.
-Se-o V(�C�e�be�.
Printed Name, Title Signature Date
ENGINEER'S CERTIFICATION
❑ Partial9-Fin--al
a duly registered Professional Engineer in the State of North Carolina
having been authorized to ob erve (periodically,. ❑ weekly, ❑ full time) the construction of the subject project
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 of this
permit; 15A NCAC 02T; the Division of Water QUM s Nlsgwer Minim m Design Criteria adopted
February 12, 1996 as applicable; the Division's inimuret; ignn f ' eraLbprihe Fa -Track Permitting of Pump
Stations and Force Mains adopted June 1, 266 s applicable; and other supporting m'terials.
North Carolina Professional Engineer's
Seal, signature, and date:
���.rl I1 tlll�f
APR. 1 6 2015
I Water Quality Regional Operations n
Asheville Regional Office
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 HWY 70 SWANNANOA, NC 28778
1 rte' T-MVte�e`r i�5ptmsmre*T6r tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Use Only:
Flow from this project is tributary to: NCO020664

FILE
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla.11l
Governor Director Secretary
March 4, 2013
Cameron McHargue, Town Manager
Town of Spindale
PO Box 186
Spindale, NC 28160
Subject: Permit No. WQ0036376
Town of Spindale
Timber Ridge Cottages
Wastewater Collection System Extension
Rutherford County
Dear Mr. McHargue:
In accordance with your application received February 26, 2013, we are.forwarding herewith Permit No.
WQ0036376, dated March 4, 2013, to the Town of Spindale for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of issuance
until rescinded, and shall be subject to the conditions and limitations as specified therein. This cover
letter and supplement shall be considered a part of this permit and are therefore incorporated therein
by reference. r
Please pay particular attention to the following conditions contained within this permit:
Condition 11.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system -wide collection system
permit issued to the Permittee.
It shall be responsibility of the Town of Spindale to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143=215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to
the licensing board.
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 30 days following receipt of this permit. .
This request must be in the form of a written petition, conforming to Chapter 150B of 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.
SURFACE WATER PROTECTION —ASHEVILLE REGIONAL OFFICE
2090 U.S. Highway 70, Swannanoa, NC 28778 NOTtI1CaTO11Ila
Phone: [phone] FAX: [phone]
Internet: www.nuaterauality.ora N47AMWlY

Page Two
Town of Spindale
WQ0036376
March 4, 2013
If you need additional information concerning this matter, please contact Linda Wiggs at [phone]
or via e-mail at [e-mail]
Sincerely,
for Charles Wakild, P.E., Director
Division of Water Quality
cc: Civil Concept Design -Chris Day
Quality Central Files
PERCS (electronic copy)
SASWP1Rutherford\Collection Systems\Spindale Collection System\WQ0036376.Spindale.TimberRdg.2013.docx

NCDENR
STATE OF NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENTOF ENVIRONMENTAND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION 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 the
Town of Spindale
Rutherford County
for the construction and operation of approximately 1244 linear feet of 8-inch gravity sewer as part of
the Timber Ridge Cottages project, and the discharge of 8,800 gallons per day of collected domestic/
commercial, wastewater into the Town of Spindale Wastewater Treatment Facility existing sewerage
system, pursuant to the application received February 26, 2013 and in conformity with 15A NCAC 2T;
the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; 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 rescinded and shall be subject to the
specified conditions and limitations contained therein.
Permit issued this 4th day of March, 2013.
for. Charles VI Wild, P.E., Director
Division of Water Quality
By Authority of The Environmental. Management Commission
Permit Number: WQ0036376

SUPPLEMENT TO PERMIT COVER SHEET
Town of Spindale is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Spindale Wastewater
Treatment Facility (NC0020664) prior to being discharged into the receiving stream.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless specifically
mentioned herein. Division approval is based on acceptance of the. certification provided by a North
Carolina -licensed Professional Engineer in the application. It shall be the Permittee's responsibility to
ensure that the as -constructed project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions.
II. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection facilities to
change ownership, or there is a name change of the Permittee, a formal permit request shall 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 shall be considered on its merits and may or may not be
approved.
2. This permit shall become voidable unless the wastewater collection facilities are constructed in accordance
with the conditions of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials unless specifically mentioned herein.
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
4; The wastewater collection facilities shall be properly maintained and operated at all times. The Permittee
shall maintain compliance with an individual system -wide collection system permit for the operation and
maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual permit is not required, the
following performance criteria shall be met as provided in 15A NCAC 2T .0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge to land or
surface waters, and to prevent any contravention of groundwater standards or surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.

c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e: 365 days
per year). Pump stations that are connected to a telemetry system shall be inspected at least once per
week.
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections are
documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Overflows and bypasses shall be reported to the appropriate Division regional office in accordance with
15A'NCAC 2B .0506(a), and public notice shall be provided as required by North Carolina General Statute
§143-215.1C.
h. A Grease Control Program is in place as follows:
1. For public owned collection systems, the Grease Control Program shall include at least biannual
distribution of educational materials for both commercial and residential users and the legal means to
require grease interceptors at existing establishments. The plan shall also include legal means for
inspections of the grease interceptors, enforcement for violators and the legal means to control
grease entering the system from other public and private satellite sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-annual
distribution of grease education materials to users of the collection system by the permittee or its
representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2) of this
Subparagraph if necessary to prevent grease -related sanitary sewer, overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and equipment
accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule for a minimum of three years
with exception of the map, which shall be maintained for the life of the system.
5. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional Office,
telephone number 828-296-4500, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the initial verbal
report. Overflows and spills occurring outside normal business hours may also be reported to the Division of
Emergency Management at telephone number [phone] or [phone]. Persons reporting any of
the above occurrences shall file a spill report by completing and submitting Part I of Form CS-SSO (or the most
current Division approved form) within five 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. Part 11 of Form

CS-SSO (or the most current Division approved form) can also be completed to show that the SSO was beyond
control.
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to interrupt
service by the existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
Per 15A NCAC 2T.0116, upon completion of construction and prior to operation of these permitted facilities,
the completed Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where the form is
fully executed and the supporting documents are provided as applicable. Any wastewater flow made tributary
to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the Articles of
Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been appropriately filed with the
applicable County's Register of Deeds office shall be submitted with the certification.
A complete certification is one where the form is fully executed and the supporting documents are provided as
applicable. Supporting documentation shall include the following:
One copy of the project construction record drawings (plan & profile views of sewer lines & force mains)
of the wastewater collection system extension. Final record drawings should be clear on the plans or on
digital media (CD or DVD disk) and are defined as the design drawings that are marked up or annotated
with after construction information and show required buffers, separation distances, material changes,
etc.
b. One copy of the supporting pump station design calculations (selected pumps, system curve, operating
point, buoyancy calculations, available storage if portable generator(s) or storage greater than longest
past three year outage reliability option selected) for any pump stations permitted as part of this project.
c. Changes to the project that do not result in non-compliance with this permit, regulations, or the Minimum
Design Criteria should be clearly identified on the record drawings, on the certification in the space
provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting in non-
compliance with this permit (including pipe length increases of 10% or greater, increased flow, pump station
design capacity design increases of 5% or greater, and increases in the number/type of connections),
regulations, or the Minimum Design Criteria. Requested modifications or variances to the Minimum Design
Criteria will be reviewed on a case -by -case basis and each on its own merit. Please note that variances to the
Minimum Design Criteria should be requested and approved during the permitting process prior to
construction. After -construction requests are discouraged by the Division and may not be approved, thus
requiring replacement or repair prior to certification & activation.
8. A copy of the construction record drawings shall be maintained on file by the Permittee for the life of the
wastewater collection facilities.
9. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the Division's Gravity
Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Station and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials may subject the Permittee to an enforcement action by the Division, in accordance with
North Carolina General Statutes §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -licensed Professional Engineer to the
licensing board.

10. In the event that the wastewater collection facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement facilities.
11. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes, rules,
regulations, or ordinances that 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 NCG010000,
and any requirements pertaining to wetlands under 15A NCAC 213.0200 and 15A NCAC 2H .0500.

FAST TRACK ENGINEERING CERTIFICATION
Permittee: TOWN OF SPINDALE Permit No. WQ0036376
Project: TIMBER RIDGE COTTAGES Issue Date: 03/04/2013
Complete and submit this form to the permit issuing regional office with the following:
One copy of the project record drawings (plan & profile views and detail drawings of sewer lines) of the wastewater
collection system extension. Final record drawings should be clear on the plans or on digital media (CD or DVD
disk) in pdf format. Record drawings should indicate the design and the marked up changes during construction.
Supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump stations
permitted as part of .this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria. Modifications should be submitted prior to certification.
This project shall not be considered complete nor allowed to operate until the Division has received this Engineer's
Certification and all required supporting documentation. Therefore, it is highly recommended that this certification
be sent in a manner that provides proof of receipt by the Division.
PERMITTEE'S CERTIFICATION
the undersigned agent for the Permittee, hereby state that this project has
been constructed pursuant to the applicable standards & requirements , the Professional Engineer below has
provided applicable design/construction information to the Permittee, and the Permittee is prepared to operate &
maintain the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
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 subject project
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 of this
permit; 15A NCAC 02T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
Seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 HWY 70 SWANNANOA, NC 28778
tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee to appropriate
enforcement actions.
DWQ Use Only:
Flow from this project is tributary to: NCO020664

RECEIVED
F E B 1 1 2013
DWQ/Surface '
Ashevill
State of Nort br
nme t and Natural Resources
ivision of Water Quality
f E B 2 6 F2A§T-TIL LCK APPLICATION
(FTA 12/07 very)
N4�g,
�U P S , AND FORCE MAINS
enrtonao i,ncK as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site 'or by calling the Regional Office serving your county.
http://h2o. enr. state. nc. us/peres/Collection%20Systems/CollectionSystemApplications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B(13).
Separate applications should be made for non-contiguous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map — Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA12/07

❑ G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Hamett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at:
http://h2o.enr state.nc.uslperes/Collection%2OSystemsICollectionSystemsHome.htmi
or contact the Regional Office serving your county.
FTA12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Application Number:
to be completed b ry "
P Y DWQ)
1. Owner/Permittee: 3lp 4rj
_
1a. Timber Rid e Housing LLC —
Full Legal Name (company, municipality, HOA, utility, etc.)
—_
Oj1
b. JimmyRo ster
I
Signing Official Name and Title (Please review 1�NCAC106(b) for authorized signing officials!)--
Q
_—
The legal -system
1 c. entity who will own this is:
❑ Individual ❑ Federal Z Municiplity,❑ - e/County ❑ Private Partnersh p ❑ C t �gci
-- ---- --- -- � - - LJ -
0
1 d. 4600 Park Road Suite 390 Ile. Charlott
LL
Z
Mailing Address I City
1f. North Caroli-- —— —�Tg.- tszos -----�Ff B
Z
Stale, ----Zip Cod
_
1 h. 704-763-1727 111. 1j. 'ro ster u .ot
Q
f Section
Telephone Facsimile E-mail Asheville Regional. -Office.------
V
2. Proiect (Facility) Information: p= ` 0� ®— —
J
i2a. Timber Ridge Cottages 2b. R then ord oun
CL
Brief Project Name (permit will refer to this name) _ II County Where Project is Located
IL
Q
3. Contact Person_ _ —
F E B-2-6-2093--------
- --- --
C. Chris Day, P.E. of Civil Design Concepts, PA
Q3a.
Name and Affiliation of Someone Who Can Answer Questions About thi q��� tion
urface Water Protection Section-- - - --
3b. 828-252-5388 3c. cd civild i em E eltafggEn
Phone Number I E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
12. Owner is ❑ Public (skip to Item B(3)) ® Private (go to Item 2(a))
2a. If private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Public Utility (Instruction C)
® Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
13.
Town of S indale
Z I
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
4a. Spindale Wasterwater Treatment Plant 14b. NCO020664
QName
of WWTF WWTF Permit No.
�5a.
Town of S indale
5b. 8"
®Gravity
5c. WQCS00053
Permit # of Downstream Sewer (instruction E)
Owner of Downstream Sewer
Receiving Sewer Size
❑Force Main
0
6. The origin of this wastewater is (check
all that apply):LL
Z
~
❑ Residential Subdivision
❑ Retail (Stores, shopping centers)
100 % Domestic/Commercial
® Apartments/Condominiums
❑ Institution
% Industrial (attach
{
❑ Mobile Home Park
❑ Hospital
description.)
W i
ElSchool
El Restaurant
ElChurch
El Nursing Home
(RO: contact your Regional Office
IL�
❑ Office
El Other (specify):
Pretreatment staff)
I
I
%Other (specify):
V me of wastewater to be allocated or permitted for this particular project: 8800 gallons per day —
*Do not include future flows or previously permitted allocations
- ------------- ----- — ----------- -- ----- - -- - --- --- -----------------
8. If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item 13(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
See Attached Calculations
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8
1244
New Gravity
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
D
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
Z _
0
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
,V
...
NA
NA
NA
NA
NA
Z
0
QPump
Station Location ID (self chosen - as shown on plans/map for reference)
0
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorw/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
U.
Z
F-
Pump Station Location ID (self chosen - as shown on plans/map for reference)
aDesign
m
Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
permanent 1 - pgenerator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
g
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
l
❑ Yes ® No If Yes, permit number of 2nd treatment facility
(RO — if "yes" to 13,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track. Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
3 Stormwater? ❑ Yes ❑ No ® N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
;Check if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, James Royster attest that this application for Timber Ridge Cottages has been -rev wee ed by me and is accurate and
complete to the -best of my knowledge. I understand that if all required arts his application are not completed and
that if all required supporting documentation and attachments areniot included, this application package is subject to
being incomplete In Carolina General Statutes 143-215.6A 143-215.6B,
returned as .�ote: accordanc�ithlVorth and
any person who knowingly makes -a. statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor, which may in cJ e a fine not to exceed $10,000 as well as civil penalties up to $25, 000 per
violation.
- _...- --.... - ......._.. .._......_....- --- _.-__.....-... �__.._._..........._.. --...--...._...........----._._........._..............— -
�
`
a. �ZB f1��....,1.� �,C 5 J � 19 . ✓ j 6 )W 2L
Sign ng Official Si dre Date
-- —----.... -.................. -----... -.... -................................................-- -.._._..............................-----........._.........._._--..._........
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
PPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
O OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
'Q.
H
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V_
I, C. Chris Day, P.E., attest that this application for Timber Ridge Cottages has been reviewed by me and is accurate,
Ri..
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
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, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
;rLLI''`
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
O ;-
1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have
developed certain portions of this submittal package, 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. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.68, 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.
a. C. Chris Day, P.E., LEED AP
; `\�����+f)�,�/!
Professional Engineer Name
2b. Civil Design Concepts, PA
Engineering Firm _
i ��� y� �A /z
0l/���.
�•�• •',�. r_
c. 200 Swannanoa River Road_
Mailing Address
d. Asheville — �2e. NC 2 28805
31 1 .=
; /^ 7��."
City State Zip
g. 828-252-5388 2h. 828-252-5365 2i. cday@civiIdesi nconcepts. com
`2 i S.ia J O
`Alr?
��'fpt�€,�:,� �-o��
Telephone Facsimile E-mail
I NC PE Seal, Signature &Date
FTA 12/07

ccft� _'"4'
CIVIL DESIGN CONCEPTS, PA
'%%W=..XXW0r"
February 5, 2013
Ms. Linda Wiggs
NC Dept. of Environment and Natural Resources
Division of Water Quality
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
Re: Timber Ridge Cottages
Fast -Track Application Submittal
CDC Project No: 11201
Roger,
Enclosed is the Fast -Track Application for Gravity Sewers, Pump Stations and Force Mains
submittal for the referenced project. The project is located near the intersection of Sims Street
(SR #1542) and Grand Central Street (SR #1543) in Spindale, North Carolina. The project will
consist of the construction of a senior residential complex containing 25 duplexes and a
community club house. Construction of the project will consist of connection to an existing 8"
gravity sewer line north of the proposed project. The existing sewer line is owned and
maintained by the Town of Spindale. All applicable forms and applications have been
submitted for this project. Enclosed for your review are the following items:
• One (1) Original and One (1) copy of the Fast -Track application
• One (1) copy of the Downstream Sewer, WWTF Capacity and Flow Tracking
Acceptance application
• Check for $480 payable to NCDENR
• 8.5"xl 1" Color USGS Map
If you need additional information regarding this matter, please do not hesitate to contact me.
Sin ,
C. Chris Day, PE
Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville, NC 28786
phnna R2R_?4?_GZRR Fair R?R_242_4164 phnnec R2R-452-4410 Fax! M-456-5455

Cat,
CIVIL DESIGN CONCEPTS, PA
1%%M■.M0001,
Transmittal Letter
RECEIVE®
F E B 11 2013
DWQISw face Water protection Section
Asheville Regional Office
Date: February 6, 2013
Project Name: Timber Ridge Cottiges (formerly Spindale Senior Housing Project)
CDC Project: 11201
REL
To: Linda Wiggs
NC Dept. of Environment and Natural Resources FEB.
Division of Water Quality
Asheville Regional Office
2090 U.S. Highway 70 I DWQ�SurfacSeetibn
Asheve
Swannanoa, NC 28778
Via Mail Overnight Hand Delivered Pick up @ CDC Office
-----Copies-------------Date---------------------------------------------Des --�P ion----------------------------------------
1 Fast Track Application for Gravity Sewer Package (one original and one copy)
---------------------------------------------------------------------------------------------------------------------------------------
1 Downstream sewer and Flow Tracking Application
----------------------------------------- ---------------------------------------------------------------------------------------------
1 Color USGS map
1 $480 review fee
Linda,
Please contact me at our office if you have any questions.
Thanks for all of your assistance with this project.
IN
n
By:- W.-Jason-Guess
-------------------------------------------------------
Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville,NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

�pF W A TE,QQ State of North Carolina
\O G Department of Environment and Natural Resources
Division of Water Quality
0 Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: _Timber Rige Housing
Project Name for which flow is being requested: _Timber Ridge Cottages
More than one FTSE-10107 maybe required for a single project if the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: _Spindale Wastewater Collection S s
b. WWTP Facility Permit #: NC0020664
All flows are in MGD
c. WWTP facility's permitted flow 3.0
d. Estimated obligated flow not yet tributary to the WWTP 0.0
e. WWTP facility's actual avg. flow 0.792
f. Total flow for this specific request 0.0088
g. Total actual and obligated flows to the facility 0.8008
h. Percent of permitted flow used 26 7%
II. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
Pump Station Name Approx. Capacity, MGD Approx. Current Avg.
(Firm/Design) Daily Flow, MGD
I1�a 'sttcr Pmtcc��
?ffice
F E 8 1 1 2013
Mq/su,face Wat_ pie Section
Asheville Regional Office
III. Certification Statement:
I, '-R.CAgEg,&1 / *t,,Lu7 , certify that, to the best of my knowledge, the addition of the
volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances. This analysis has been performed in accordance with local
established policies and procedures using the best available data. This certification applies to those items
listed above in Sections I and H for which I am the responsible party. Signature of this form indicates
acce ance of this wastewater flow.
` -k _--_ / oL5-i3
Signing Official
Date

UNITED STATES
RUTHERFORDTON SOUTH, N.C.

J
Cac
MI. DESIGN CONCEPTS, PA
'%%ftwwwoor
SPINDALE SENIOR HOUSING
June 1, 2012
(CDC Project 11201)
200 Swannanoa River Road
Asheville,•NC 28801
Project will consist of 1 Bedroom Dwellings: 26 Units
2 Bedroom Dwellings: 24 Units
1210 S. Main Street
Waynesville, NC 28786
Average Daily Demand: 1 Bedroom Dwellings: 26 Units @ 120 GPD = 3,120 GPD
2 Bedroom Dwellings: 24 Units @ 240 GPD = 5,760 GPD
Total = 8,880 GPD
RECEIVED
F E B 2 6 2013
DWQ/Surface Water Protection Section
Asheville Regional Office

t�
f
LIHDC and 'CRADA d%b/a
Ir_wA,cHOYYA
�
The Affordable'Housing '' >Wachovia Bank NA
Group m wachovia.co
1300BAXTER ST�.; SUITE'215, CHARLOITE,NC 28204:`�
[phone]� `
PAY
TO THE' NCDENR
ORDER OF "
FourHundred Eighty and�0.0/100, r
t
{NCDENR DWQ q%.
MEMO�7
Timber„Ridge `Sewerw r
a

3(03.17�
RECEIVED
State of North Carolina
apartment of Environment and Natural Resources .
F E 6 2 6 2013 Division of Water Quality
FAST -TRACK APPLICATION
DWQ/Surface Water Protection SectionUL L (FTA 12/07 ver5)
Asheville Regygol� 'rRS, PUMP STATIONS, AND FORCE MAINS
(Pressure & Vacuum sewer systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that, you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
h ttp://h2o. enr. sta te. nc. usl peresI Collection %2OSystems/Collection SystemApplications. html
® A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should include a project narrative describing the final build -out design (i.e. system and/or
pump station'to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit. application - do not duplicate project information that has already
been included in the original permit.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed Dlans and saecifications unless you respond NO to Item 131131.
Separate aDDlications should be made for non-contiguous sewer systems.
® B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
:. privately -owned public utility, submit two copies of the Certificate' of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed operational agreement, as
per 15A NCAC 02T .0115, if.the application is submitted by a private applicant and will be, serving residential or.
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a developer,
use Form DEV 02/03. EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
® E. Downstream Sewer, WWTF Capacity and Flow Tracking/Acceptance — FORM FTSE 10/07 (Flow
:Tracking/Acceptance for Sewer Extension Permit Applications) is required with every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM FTSE-10/07)
certifies that the addition of the volume of wastewater to be permitted in this project has been evaluated along the
route to the receiving treatment plant, and that the flow from this project will not cause capacity related sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not expire prior to permit issuance and must be dated less than one year prior to the
application date. Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
® F Map Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project area and the closest surface waters. Each map or maps must show the location of the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for the downstream sewer, if known.
FTA12/07

❑ G. Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version of Form
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC. 27699-1633. Applications.
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I. Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be directed
to more than one treatment facility. If this is the case with this project, please indicate in 13(12) and give the permit
number of the second treatment facility.
® J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a- North Carolina
Registered Professional Engineer (PE). The applicant signature must match the signing official listed in Item
A(1 b). The PE should NOT certify the application if' he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
DOCUMENTS AND. $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:'
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell,.Polk;
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610.E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,.
Washington, North Carolina 27889
Currituck, Dare, Gates', Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans„ Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at:
httpJlh2o.enr state.nc.us/peres/Collection%20SystemslCollectionSystemsHome.html
or contact the Regional Office serving your county.
FTA12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELDI
Application Number:
(to be completed by DWQ) 3
1.
Owner/Permittee:
la.
Town of S indale
Full Legal Name (company, municipality, HOA, utility, etc.)
Z
0
1 b.
Cameron McHar ue-Town Manager
H
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for a
-D
1 c.
The legal entity who will own this system is:
El Individual El Federal ®Municipali ❑State/County ❑ Private Partners
ip Corporation ❑Other (specify)-
0
1 d.
P.O. Box 186
le. S inda
Mailing Address
LL
City
Z
1f.
North Carolina
1g. 28160
Z
State
Zip Coeu
vy Q/Suifface water Protection Section
®A
hevitle-Regional-Office
ue a so
1 h.
828-286-3466 1 i.
1j. rcmchar
Telephone Facsimile
I E-mail
V
2.
Proiect (Facility) Information:
J
2a.
Timber Ridge Cottages 12b. Rutherford County
IL
Brief Project Name (permit will refer to this name) County Where Project is Located
d
a
3.
Contact Person:
3a.
C. Chris Day, P.E. of Civil Design Concepts, PA
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
828-252-5388 3c. [e-mail]
Phone Number I E-mail
11.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
12.
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
�2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose.one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
® Public Utility (Instruction C)
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3.
Town of S indale
Z
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
0
4a.
Spindale Wasterwater Treatment Plant
4b. NCO020664
QName
of WWTF
WWTF Permit No.
5a.
sTZvvr. %S Irsdglb
5b. 81
yl wity
5c. WQC800053
Receivi ewer Size
❑ Force Main
Owner of Downstream Sewer
Permit # of Downstream Sewer (Instruction E)
0
6.
The origin of this wastewater is check all that apply):
Z
❑ Residential Subdivision El Retail (Stores, shopping centers) /�omm- 1.0's are ml yonestic �eial_
® Apartments/Condominiums ❑ Institution % Industrial (attach
❑ Mobile Home Park ❑ Hospital description.)
LU
❑ School ❑ Church
❑ Restaurant ❑ Nursing Home (RO: contact your Regional Office
tl
❑ Office ❑ Other (specify):— sP eci Pretreatment staff)
m
% Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular pro' ot. R8t1.0. gallons per day
*Do not include future flows or previously permitted allocations
B.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
permit is required)
FTA12/07

,9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
II the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item 13(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
See Attached Calculations
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
8
1244
New Gravity
p
11. Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
W
M
Pump Station Location ID (self chosen - as shown on plans/map for reference)
Z
P
Z
O
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generatorw/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
U
%...
NA
NA
NA
NA
NA
Z
O
aPump
Station Location ID (self chosen - as shown on plans/map for reference)
O
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
LL
Z
H
Pump Station Location ID (self chosen - as shown on planslmap for reference)
W
d
Design Flow
(MGD)
Operational Point
GPM @TDH
Power Reliability Option
1 - permanent generator w/ATS;
2 - portable generator w/MTS
Force Main Size
Force Main Length
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
❑ Yes ® No If Yes, permit number of 2"d treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

• 3 1
14. Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Cameron McHargue attest that this application for Timber Ridge Cottages has been reviewed by me and is accurate
and complete to the best of my knowledge. 1 understand that if all required parts of this application are not completed
and that if all required supporting documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina 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.
la. to 02- /9 -/3
Signing —Official Signature Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Co
TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
O
Q2.
Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
_V
1, C. Chris Day, P.E., attest that this application for Timber Ridge Cottages has been reviewed by me and is accurate,
U.
complete and consistent with the information in the engineering plans, calculations, and all other supporting documentation
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, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
uJ
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
f„)
1, 2000 and the watershed classification in accordance with Division guidance. Although other professionals may have
V
developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that
1 have reviewed this material and have judged it to be consistent with the proposed design. 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.
2a. C. Chris Day, P.E., LEED AP
�� � Cq/?
Professional Engineer Name
�� •� ' �l/��i
• 4 �'
2b. Civil Design Concepts, PA
Engineering Firm
2c. 200 Swannanoa River Road
—
Mailing Address
-- 3 14
2d. Asheville
e. NC
State
12f. 28805
`�f '��°= - • c vh`�N
NC PE Seal, Si nature 8 Date
City
Zip
g. 828-252-5388
12h. 828-252-5365
12i. [e-mail]
Telephone
Facsimile
E-mail
FTA12/07

.— _A
CG(C'�'44
CIVIL DESIGN CONCEPTS, PA
Transmittal Letter
RECEIVED
FED 2 6 2013
DWQ/SurPaae Water Proteetiaa 9=dW
Date: February 26, 2013
Project Name: Timber Ridge Cottages (formerly Spindale Senior Housing Project)
CDC Project: 11201
To: Linda Wiggs
NC Dept. of Environment and Natural Resources
Division of Water Quality
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 28778
Via Mail Overnight Hand Delivered Pick up @ CDC Office
Copies Date Description
---------------------------------------------------------------------------------------------------------------------------------------
1 Fast Track Application for Gravity Sewer Package (one original and one copy)
---------------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------------------------------------------------------------------------------------------------
Linda,
Please contact me at our office if you have any questions.
Thanks for all of your assistance with this project.
By:--W.-Jason-Guess
------------------------------------------------------
Mailing Address: P.O. Box 5432, Asheville, NC 28813
200 Swannanoa River Rd Asheville, NC 28805 1210 S. Main Street, Waynesville,NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

EJTILE COPY
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
October 26, 2007
Mr. John W. Lewis, Town Manager
Town of Spindale
Post Office Box 186
Spindale, North Carolina 28160
Subject: Permit No. WQ0032366
Town of Spindale
Jordan Village Subdivision
Wastewater Collection System Extension
Rutherford County
Dear Mr. Lewis:
In accordance with your application received on October 19, 2007 we are forwarding herewith
Permit No. WQ0032366, dated October 26, 2007, to the Town of Spindale for the construction and
operation of the subject wastewater collection system extension. This permit shall be effective from the
date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is incorporated therein by
reference. Please send Roy Davis a copy of the "notice to proceed" issued to your contractor for this
collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
Specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone] One
9 Y p ( ) ( ) N�►o�}rthCaroli>n�a
DENR Customer Service Center Telephone [phone] Naturally
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper

Town of Spindale c berg 2b,,2'0'07X, Page 2
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 the Town of Spindale for the construction and operation of approximately 714 linear feet of
8-inch diameter gravity sewer to serve the Jordan Village Subdivision and the discharge of 12,240
gallons per day of additional wastewater into the Town of Spindale's existing sewerage system,
pursuant to the application received on October 19, 2007 and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting. of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Spindale
Wastewater Treatment Facility (Permit No. NC0020664) prior to being discharged into the receiving
stream.
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 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of 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 Roy Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Rutherford County Building Inspector.
r �cac�e W, teri -Rr�c p �t 11- NCQiJ206 ).
tea. �-
Jonathan Hollifield, PE_ -
Surface Water Protection Section Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF SPINDALE
JORDAN VILLAGE SUBDIVISION
RUTHERFORD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT WQ0032366
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and'volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee'shall maintain compliance with an individual system -wide collection system permit for the
operation and Maiintenance ,of these facilities as required by 15A NCAC 2T .0403.- If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.b403:
a. The sewer system shall be effectively maintained and operated , at all times to .prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A. map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per, year). Pump station's that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §14.3-215.1C.

Permit No W00032366 Town of Spindale. Jordan Village Subdivision, Rutherford County, October 26, 2007
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change ofthe Permittee, a formal permit request
shall 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. 'shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and, prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as, part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as.
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Main adopted June 1, 2000 as applicable; 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. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be 'submitted with
each partial certification. Mail the Engineer's Certification, one copy" of the "Construction Record
Drawings," and -one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T.; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting 'materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that 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 NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 213.0200 and 15A NCAC 2H .0500.. '
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville 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 either
of the following:

Permit No. W00032366. Town of Spindale. Jordan Village Subdivision. Rutherford County October 26 2007
a. Any process unit failure, due to known or unknown reasons, that renders -the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 26th day of October, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Co en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032366

Permit No. W00032366, Town of Spindale. Jordan Village Subdivision. Rutherford County, October 26, 2007
ENGINEERING CERTIFICATION - POST CONSTRUCTION t
System Description:
714 linear feet of 8-inch diameter gravity sewer
.. i
Complete and submit this form.to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past,three year outage reliability option selected) for any pump
stations. permitted as part of this project
• . Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete n6r allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
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 above referenced
project 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
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND* THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

AST-TRACK•APPLICATION for GRAVITY SEWERS,
®�����
OCT 19 2007
WATER QU4bnG
ASHEVILLE REGIONAi ni
ANPIFOACE N� - � �
� -
h ti State of North Carolina
of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
EWERS, PUMP STATIONS, AND FORCE MAINS.
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
❑ II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
® V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 21-1.:0219(h)(3)(D)). ..
• Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

FASIT-TRACK.APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ Vill. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted' until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
with that permit application.
❑ IX. Certifications — Section D
The application must be certified by.both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(lb). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
❑ X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
919 571-4718 Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
Formore information, visit our web site at: http://h2o.enr.state.nc.uslpciresl
FTA 02/03 - Rev. 3 04/05

r�—ST-7RACK-APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
9.
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Number:(to be completed by DWQ;
d •, s
Owner.
�1
a. Town of S indale .
Full Legal Name (company, municipality, HOA, utility, etc.)
Z. `
0
lb.
John Lewis - Town Manager
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c.
The legal entity who will own this system is:
IM
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
® !
1 d.
103 Reveley Street 11 e. S indale
Z
Mailing Address City
—`'lf.
NC 1g. 28160
Z
State Zip Code
®.
t
1 h.
828-286-3466
ill. 828-286-3305 11j.
Telephone
Q
Facsimile E-mail
_
(,
2.
- - --
Project (Facility) Information:
2
Jordan Village Subdivision 12b. Rutherford
0.'
-
Brief Project Name (permit will refer to this name) County Where Project is Located
---- .... ...... ........ ...___ _.... _____—_..._----------
Q
3.
Contact Person:
Q ,3a.
Jon Hollifield, Project Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b.
828-247-4495
3c.
Phone Number
( E-mail
:i
1.
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase,
changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate
project information in B(7) and B(10-11) that has already been included in the original permit.
2.
Owner is ®Public (skip to Item B(3)) El Private (go to Item 2(a))
2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose one)
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
® Public Utility (Instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Homeowner Assoc./Developer (Instruction IV)
O `
❑ Selling units (lots, townhomes, etc. - go to Item B(2b)).
3.
S indale WWTP
Q `
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
a. Town of S indale
4b. NCO020664
Name of WWTF
WWTF Permit No.
LL '
'5a.
Town of S indale
15b.
❑ Gravity
C.
Permit Number of Downstream Sewer (if known)
Z
Owner of Downstream Sewer
Receiving Sewer Size
❑ Force Main
�-- `
6.
The origin of this wastewater is (check all that apply):
® Residential Subdivision
❑ Car Wash
0.°
❑ Apartments/Condominiums
❑ Institution 100 % Domestic/Commercial
LU
❑ Mobile Home Park
❑ Hospital
IL
0-School
❑ Church % Industrial
IM
❑ Restaurant
❑ Nursing Home o
/o Other (specify):
El Office
❑ Other (specify):
7.
. Volume of wastewater to be allocated for this particular project: 12,240 gallons per day
*Do not include previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
❑ Rehabilitation or replacement of existing sewer with no new flow expected
FTA 02/03 - Rev. 3 04105

FT-TRACKAPFLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
.0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(I)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(1)(3).
._.... - ...... ..... ---- ----- ..... _. —---------- - - ... _......... _.. _-.__ _ ._... ....... ............
Residences - 34 x 3 bedrooms x 120 gallons per day=12,240GPD
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
- ... ..... _......... _.._..-- - . --- . ---- . _._- -... -- _._ _ ...._ ..._.... - — - — --
Size (inches) Length (feet) Gravity or Force Main
(use the pull down menu)
8"
714
Gravity
W
Z''
1
Z
0
ENTER TOTAL LINE LENGTH IN MILES
—
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z
0
Location ID
Power Reliability Option
(self chosen - as shown on
Design Flow
Operational Point
(1- dual line feed; 2- permanent generator w/ATS; 3-
aplans
for cross-reference)
(MGD)
GPM @ TDH
portable generator w/telemetry; 4-wet well storage
_ ..... ......... ............. _._ ..-._.._ --- — - -.... .__........... ..... _ ..... .._ ..... -- -...- -
.....--- -- .._ ....._ .- -- -- -- ....... - - -- — -- --- — -
�. I12.
-
Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
W
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No ® N/A
Sedimentation and Erosion Control Plan? ® Yes ❑ No ❑ N/A
Stormwater? ❑ Yes ❑ No ® N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
-heseJines-WILbe considecedJ gh-p.riQdtv-ancd-mustbe-cbecked_once-eveor_six-month.
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04105

c'AST-TRACK.APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02/03
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z
regional office (see instructions for addresses) OR indicate the following
0.
® A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
VEl
A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
option for any pump station near a Class C down slope waterbody.
Location ID on Map
!
(self chosen - as shown on
Name of
Waterbody Stream
Waterbody
map for cross-reference)
_ Waterbody
Coun
River Basin Index
Classification
Q
W--
----- ----- _---- ---
- - --........ - — - ---
.... ....... ....... _.____..__........... . __ _.......... .....
.................... ... ._...................... ..._.._........ - .....
-
V.
--.._... — .... ......... .... - ---- - .................... .................... -.... — ._ _.—...._.. ----..... _ .....-....._
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is providedl
1. Applicant's Certification:
1, John Lewis, attest that this application for Jordan Village Subdivision 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 documentation and attachments are not included, this application package is subject to
being returned as incomplete. Note: In accordance with North Carolina General Statutes 143-215.6A and 143-215.68,
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.
1 a.
6 �6
Signin Official Signature hate
co .;
22. Professional Engineer's Certification:
Z
Q '
I attest that this application for Jordan Village Subdivision has been reviewed by me and is accurate, complete and
consistent with the info►mation in the engineering plans, calculations, and another supporting documentation to the best of
1-
my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance
Q
with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996,
V_
and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000
LL :
and the watershed classification in accordance with Division guidance. 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. Note: In accordance with NC
L J
General Statutes 143-215.6A and 143-215.68, 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.
Q
Irrrr�
``\���
2a. Jonathan Hollifield, P.E. -S1.C;p✓.
��� 4� Esat-- ��.
Professional Engineer Name
0 -%I O
2b. Odom, Hollifield & Associates Engineering, Inc _
Engineering Firm 28
— ___ .. ...._..... --- ... _ . __ . W
2c. 152 East Main Street
Mailing Address
....... ...-........ .. -- . - - --- ...— - -- .
d. Forest City 2e. NC 2f. 28043
City I State Zip
g. 828-247-4495 , 11. 828-247-4498
Telephone Facsimile I E-mail Seal, Signature &Date
FTA 02/03 - Rev. 3 04/05

TOWN OF SPINDALE
P.O. Box 186 • 103 Reveley Street • Spindale, North Carolina 28160
[FOCT
HVE
1970
October 1, 2007
IWATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Lisa Meador
Odom, Hollifield & Associates Engineering, Inc y
152 East Main Street
Spindale, NC 28160
RE: Flow Acceptance for Jordan Village Subdivision
Dear Ms. Meador:
This letter is to verify that the Town of Spindale has the capacity at the Waste Treatment
Plant to handle, and the ability to treat, the estimated 12,240 gallons per day of
wastewater to be generated by the new Jordan Village Subdivision in Spindale, NC.
Sincerely,
0�q
Bill Hodge
WWTP Superintendent
Phone: [phone] Fax: [phone]

TopoZone - USGS Rutherfordton South (NC) Topo Map
Page 1 of 1
Ca�sghl�9� P+kl�al�carts,h� •,• , �. •,� 90 � � _ -
u
f r
/ VIV
! �: +J -/
r. . C+
q
Dave �+
�S •AL
0 0.3 0.6 0.9' 1.2 1.5 km
0 0.2 0.4 10.6 0.8 1 mf
UTM 17 416802E 391382ON (NAD27)
USGS Rutherfordton South (NC) Quadrangle M=-S.925
Projection is UTM Zone 17 NAD83 Datum G=-O.53
http://www.topozone.com/print.asp?lat=3 5.3 6602&lon=-81.9158&symshow=n&layer=DR... 9/27/2007

T I
E
Michael F. Easley, Governor
L .t William G. Ross Jr., Secretary
1.vF ^" -. 4—North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
October 9, 2007
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7006 3450 0002 70641113
Mr. John Lewis
Town of Spindale
103 Reverly Street
Spindale, North Carolina 28160
Subject: Fast -Track Application Return
Town of Spindale
Jordan Village Subdivision
Rutherford County
Dear Mr. Lewis:
Attached herewith is the Fast -Track Sewer Application which you submitted seeking
permission to construct a sewer system to serve the Jordan Village Subdivision.
The application is being returned for the following reasons:
(1) Division of Water Quality and North Carolina Environmental Management
Commission minimum design standards do not allow the construction of a gravity
sewer, by a unit of government, having a diameter less than 8".
(2) The Application was not signed, sealed or dated by an engineer licensed to
practice engineering in the State of North Carolina.
I look forward to receiving a completed application: Please do not hesitate to call me at
828/296-4659 should you wish to discuss this matter.
Sincerely,
Roy M. Davis
Environmental Engineer
cc: Jonathan Hollifield, PE
_ No thCarolina
Natur911l.J
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone]
Internet: www.ncwaterquality.org Customer Service 1-877-623-6748 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper

roject
ame:
N
EAST-TRACK
� APPLICATION REVIEW PROCEDURES
Review Date: %a O O U
Project Number: <� Reviewer: tloll Y`cNI'—1
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02103 Rev 3,currently) unless
otherwise directed by the PERCS. Any pump station/force main projects that require an
Environmental Assessment`(EA) are excluded from the Fast -Track review process, and should be
submitted for,tuIt-rev iew`to the'hGkentrai Office (PERCS) on FORM: PSFMGSA 10/99. Additionally,
any projects.involvin"g a flow'reduction request must receive approval for the flow reduction from
;;.Ahe central office.
PRE -REVIEW
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been. omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
410" D
Ensure that a check for $ARris submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTION A — Application Information
f the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. If a new delegated signing official letter is presented with the application, forward a copy
to the central .office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypol.htmI#DELEG.
SECT — Permit Information
Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project"). BIMS will pull the previous signing official and affiliations information.
Please go through all the tabs and ensure the information is correct for the current project.
pplicant a public entity (e.g. county, town, sanitary district)?
Applicant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
1
FAST -TRACK Application Review Procedures 2003 (Rev 2106)

Sell units, lots, parcels, etc?
Certificate of Public nvenicnce and Necessity? 2H .0205(d)(2)
+ Required if the applibqnt is a public utility. In lieu of a Certificate of Public
Convenience and Nec ssity, they may submit written approval from the
North Carolina Utilities mmission's Public Staff that states that the utility is
allowed to provide utility s rvice in the subject project area. Note that the
project name on the applica 'on and on the CPCN must match. Contact the
NCUC Public Staff if question arise. This is NOT REQUIRED for a
municipality or county! Examp s of companies that would provide a CPCN
are Heater Utilities or Carolina ter Service, etc.
Op&ati],Agreement? 2H.0205(d)(2
o Operational Agreements are only require if the applicant is not a public
entity (i.e. Town, County, etc.) or public uti as designated by the North
M. Carolina Utilities Commission AND the lots b ing served by the collection
system are to be sold to individual owners.
+ If the applicant is a developer, they must fill o t the DEVELOPER
Operational Agreement (FORM: DEV 02/03). developer may be
responsible for the system for an interim perio until the homeowners
association is formed, at which time a Permit N me/Ownership Change
request (FORM: PNOCF 06/00) will be neede to transfer the permit to
the HOA.
o If the applicant is a homeowners' associate n (HOA), they must fill out
the ASSOCIATION Operational Agreemt (FORM: HOA 02/03 The
HOA must be registered with the Secr, at of State's office and must
provide a copy of the Associations' B aws and Articles of Incorporation.
These documents should be revie d to ensure that all applicable
language regarding the collectio ystem is included as is required by
the Operational Agreement.
♦ The Operational Agreement sh uld be attached to the permit and
incorporated into the Ian gua of the permit. Please note that Operational
Agreement language shout not be altered without approval from the
Attorney General's Office Operational Agreements are available at
htt ://h2o.enr.state.nc.0 /PERCS/ from the collection system applications
page.
Approval of flow to receiving sewers and"WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
+ Project specific flow acceptance letters are required.
+ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
2
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Main Problems Noted: A flow acceptance letter is provided by the receiving WWTP owner but
not the downstream sewer owner, which both are different from the applicant. Example, private
devel er in Knightdale. Both Knightdale and Raleigh would need to provide a flow acceptance,
I er as Knightdale will tr the wastewater and Raleigh will treat the wastewater.
Wastewater industrial or d mestic i nature?
♦ Most projects will be fo ater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ Pretreatment Unit Central Office to determine if a pretreatment permit
s needed or if a program already in place and compliant.
C
Flow volume calculated correctly? 2H .0299(l)
♦ Eij$ure that the daily,A§sign flow in the application is based on the guidance provided in the
`regulations or existing -flow, and that the explanation as to how this volume was determined is
Very specific (i.e., 22 three -bedroom homes 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240' gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ On occasion, there may be an instance where supporting documentation is submitted with
the application for a specific facility. Contact PERCS to determine a course of action.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
Do not allocate "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre —1500 gpd/acre. Let the
engineer support his calculation.
Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter (15A NCAC 1C .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested
Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC I .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? NO will be checked in Item B(12) of the FTA. If NO,
forward one copy of the supporting documents to the Central Office for review, indicating the
permit number, owner and project name. The Central Office will review the variance request, and
if approvable specific language regarding the variance will be forwarded to the Regional Office
reviewer to incorporate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTIK C'=•Watershed Classifi.eation
' Colo topographic map sybmitted?
Watershed classification required? if YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SECTION D —Applicant Certifications
,,,,�gning Official's signature? 2H .0206(b)
♦ Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (9) (A) (iii)
Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
Adequate information provided for the engineer/engineering firm?
E with active license in North Carolina? 2H .0205(d)(9)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to• this permit shell.
♦ Be specific with respect the system description and' information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer,,,pup&fvisor, Section''dhief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
4k Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational ,agreement with the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Environmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the WWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple —
do not include any plans unless they are small and can be folded up into an 8.5" x 11" sheet)
✓ Save an electronic version named WQOGXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis — weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections — do not change issue dates or enter a new
application in BIMS — resave the permit
♦ Prepare the permit correction cover letter modifying as applicable — the corrections need to be
distributed to the same people/agencies who received the orginal permit
♦ Print the corrected permit and permit correction letter — sign if needed
♦ Maintain Permit in BIMS — add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial — put partial in the event comment field.
♦ If the certification seems incomplete — missing plans or calculations or no PE seal — note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL — maintain the engineer certification received event and put "to
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST -TRACK Application Review Procedures 2003 (Rev 2106)

® If the region wishes to perform a detailed review — look for items not meeting the minimum design
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation distances;
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump cycle
times; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
(land surveyor seals are not appropriate). A certification checklist is being developed.
Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
s
6
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Mop,"
ry
. +�
'.
«4M
g
ODOM, HOLLIFIELD & ASSOCIATES
9428
ENGINEERING, INC.
G180INAFlasrBANK
[phone]
FORas7crly; Nc ZIzrow
FAX(828)
2474408
Br¢1,
152 EAST MAIN
STREET
10/2/2007
FOREST CITY, NC 280Q
E NCDENR -
$--480.00
ORDERO
Fow Hm&ed Eighty and 00/I00******r********x**************a«:**a:*****c*************cs.**x+*
DOLLARSE
NCDENR
2090 US Highway 70
Swannanoa, NC 28778
MEMO
F
it
ODOM, HOLLIRELD&ASSOCIATES ENGINEERING,INC.
9428
NCDENR
10/2/2007
Reimbursable Expenses
Jordan Village Subdivision - Fast Track Sewer Perm
480.00
1
c
ITYSEC
bIE Checking
480.00

F . ,
DN to-, J.,

,';kiwrk.::ki3'GIRRr'�az?�»"4vT'td.'�:;�_ �,•:,�'�,'�iF�:,,•j„
�S
Michael F. Easley, Governor
0F W A J�
William G. Ross Jr., Secretary
06
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Asheville Regional Office
October 9, 2007
Mr. John W. Lewis, Town Manager
Town of Spindale
Post Office Box 186
Spindale, North Carolina 28160
Subject: Permit No. WQ0032292
Town of Spindale
Thunder Road Force Main Replacement
Wastewater Collection System Extension
Rutherford County
Dear Mr. Lewis:
In accordance with your application received on September 27, 2007 we are forwarding
herewith Permit No. WQ0032292, dated October 9,2007, to the Town of Spindale for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective
from the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is incorporated therein
by reference. Please send Roy Davis a copy of the "notice to proceed" issued to your contractor for
this collection system extension.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable, unless
specifically mentioned herein. Division approval is based on acceptance of the certification provided by
the North Carolina -licensed Professional Engineer named in the application. It shall be the Permittee's
responsibility to ensure that the as -constructed project meets the appropriate design criteria and rules.
Failure to comply may result in penalties in' accordance with North Carolina General Statute §143-
215.6A through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office Internet www.ncwaterquality.org
2090 US Highway 70, Swannanoa, NC 28778 Telephone [phone] Fax [phone]
DENR Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/10% post -consumer paper
NorthCarolina
Naturally

Town of Spindale - October 9, 2007 Page 2
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 the Town of Spindale for the construction and operation of approximately 8,722 linear feet of
12-inch diameter force main to serve the Thunder Road Sewage Pumping Station and the discharge of
no additional wastewater into the Town of Spindale's existing sewerage system, pursuant to the
application received on September 27, 2007 and in conformity with 15A NCAC 2T; the Division's
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of Spindale
Wastewater Treatment Facility (Permit No. NC0020664) prior to being discharged into the receiving
stream.
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 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of 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 Roy Davis at (828)
296-4500.
Sincerely,
for Coleen H. Sullins, Director
Division of Water Quality
cc: Rutherford County Building Inspector
James Vernon Atkinson, PE
Surface Water Protection Section Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
TOWN OF SPINDALE
THUNDER ROAD FORCE MAIN REPLACEMENT
RUTHERFORD COUNTY
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT W00032292
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for' the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The,
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0403:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and'any contravention of the groundwater'standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
A map of the sewer system shall be developed and shall be actively maintained.
An operation and maintenance plan shall be developed and implemented.
Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per. year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation -of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

.f
Permit No W00032292 Town of Soindale Thunder Road Force Main Replacement Rutherford County. Oct. 9, 2007
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall 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 shall be
considered on its merits and may or may not be approved.
5.. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station
and Force Main adopted June 1, 2000 as applicable; 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. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T.; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that 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 NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 213.0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville 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 either
of the following:

Permit No. W00032292. Town of Spindale. Thunder Road Force Main Replacement, Rutherford County, Oct. 9. 2007
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the 9" day of October, 2007
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
f C . ztt,
for Col ` n H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0032292

P>
Permit No W00032292 Town of Spindale Thunder Road Force Main Replacement Rutherford County. Oct. 9 2007
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
8,722 linear feet of 12-inch diameter force main
Complete and submit this form' to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the.Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, 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 above referenced
project 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 constructionwas observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

F.,.ST-TRACK
FORCE
- '
OF W A
bin.�.=1
o �c
v{ "' el
SEP 2 7 2007
E R.,vnEGIONAu i r .7(tiLr�SO
ASHEVILL
f State of North Carolina
rt `t of!Environment and Natural Resources
�f E Division of Water Quality
t
FAST -TRACK APPLICATION
I2S, Pl! .r S'I'A'I'IONS, AND FORCE MAINS
le sewersfsysteias are not to be included as part of this application package)
ICE II
INSTRUCTIONS: Indicate that youY� aVe incclluded/addressedYthe following list of required application package items by
checking the space provided next each applica le`h em. allt5fd,`td s�ubbrlit'a0 required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
& I- Application Form - Submit one original and one copy of the completed and appropriately executed application
form. Any changes to this form will result in the application being returned. The Division of Water Quality
(Division) will only accept application packages that have been fully completed with all applicable items
addressed. You do not need to submit detailed plans and specifications unless you respond NO to Item B(12).
9/1I. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02403. If the applicant is a developer, use Form DEV 02103. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF, if different.
Flow acceptance letters must contain the following minimum information: applicant and project name, amount of
flow accepted, and name and permit number of the receiving sewers/WWTF. The flow acceptance must not
expire prior to permit issuance and must be dated less than a year prior to the application' date.
Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific flow acceptance
letter.
VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
VII. Stream Classifications — Section C
© If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
© If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
Use the guidance document entitled, "Determining Watershed Classifications for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by contacting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

FAST -TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
0 Vlll. Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
Significant Impact (FONSI) or Environmental Impact Statement (EIS) has been issued. A-copyis to be submitted
with that permit application.
L! IX. Certifications — Section D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing. official listed in Item A(lb). The PE should NOT certify. the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment. plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD BE SENT TO THE APPROPRIATE RE010NAL OFFICE
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain; Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina .28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
[phone] Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, -
Winston -Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at. http://h2o.enr.state.nc.us/peres/
FTA 02/03 - Rev. 3 04/05

FA
ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 3
USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! Application Plumber: 3
(to be completed by DWQ)
1. Owner.'-
1 a. Town Of Spindale
Full Legal Name (company, municipality, HOA, utility, etc.)
1 b. John W. Lewis Jr. - Town Manager
0
Signing Official Name and Title (Please review 15A NCAC 2H .0206(b) for authorized signing officials!)
1 c. The legal entity who will own this, system is:
❑ Individual ❑ Federal ® Municipality ❑ State/County ❑ Private Partnership ❑ Corporation ❑ Other (specify):
®
I d. PO Box 186 1 e. Spindale
U-
Mailing Address City
Z
—
;If. North Carolina -1g. 28160
Z
State Zip Code
0
1 h. 828-286-3416 1 i. 828-286-3305 1j.
Telephone Facsimile E-mail
�_
,2. Project (Facility) Information:
73
ia. Thunder Road Force Main Replacement 2b. Rutherford
�-
Brief Project Name (permit will refer to this name) County Where Project is Located
3. Contact Person:
3a. Gladden Smoke, BP Barber
Name and Affiliation of Someone Who Can Answer Questions About this Application
3b. 864-949-1111 -3c. [e-mail]
Phone Number E-mail
1. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
For modifications, attach a separate sheet clearly explaining the reason for the modification (i.e. adding another
phase, changing line size/length, etc.). Only include the modified information in this permit application - do not
duplicate project information in B(7) and B(10-11) that has already been included in the original permit.
2. Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
2a. If private, applicant will be: 2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or, ❑ Public Utility (Instruction III)
Z
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3)) El Homeowner Assoc./Developer (Instruction IV)
®
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
3. Town of Spindale
Owner of Wastewater Treatment Facility (WWT-F) Treating Wastewater From This Project
4a. Town of Spindale 4b. NCO020664
®
Name of WWTF WWTF Permit No.
!L
Via. Town of Spindale
15b. 14 ❑,Gravjty
Permit Number of Downstream Sewer (if known)
Z
Owner of Downstream Sewer
(Receiving Sewer S� Force Main'
I6. The origin of this wastewater is (check all that apply)::
❑ Residential Subdivision ❑ Caroa I
�
W
LU
�-
❑ Apartments/Condominiums ElInstititio 75 ° mestic/Commercial
❑ Mobile Home Park ❑ Hospital
❑ School ❑ Chinch SEP 2 7 2007 A`°/ n ustrial
❑ Restaurant ❑ Nursing -m ° Other (specify):
❑ Office ❑ Other (sp cify): i
cG .ON
7. Volume of wastewater to be allocated for this particular roject�� I ploy_ OFFICE
*Do not include previously permitted allocations' Agl ;c'4
8. If the permitted flow is zero, indicate why:, .,. .
❑ Interceptor Line - Flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit No.
® Rehabilitation or replacement of existing sewer with no new flow expected
CID
FTA 02/03 - Rev. 3 04/05

v PAST-T"CK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 4
9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2H
0219(I) for Item 13(7) or the design flow for line or pump station sizing if zero flow in the space below. Values other than
that in 15A NCAC 2H .0219(1)(1-2) must be supported with actual water or wastewater use data in accordance with 15A
NCAC 2H .0219(l)(3).
1140 GPM
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches) Length (feet) Gravity or Force Main
(use the pull down menu)
12 8722 Force Main
UJ
- -
0
- --
ENTER TOTAL LINE LENGTH IN MILES
---
11. Summary of Pump Stations to be Permitted (attach additional sheets as necessary)
Z
Location ID Power Reliability Option
(self chosen - as shown on Design Flow; Operational Point (1- dual line feed; 2- permanent generator w/ATS; 3-
plans for cross-reference) (MGD) GPM @ TDH portable generator w/telemetry; 4-wet well storage)
0
Z
F
12. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC 2H .0200 as applicable?
LU
® Yes ❑ No If no, please reference the pertinent minimum design criteria or regulation and indicate why a
EL
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
13. Have the following permits/certifications been submitted for approval?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ® No ❑ N/A
Sedimentation and Erosion Control Plan? ❑ Yes ® No ❑ N/A
Stormwater? ❑ Yes ® No ❑ N/A
14. Does this project involve aerial lines or siphons? Check if yes: ❑
These Tines will be considered high prioritV_and must be checked once e_v_erv_six months __. _
15. Does this project have gravity sewer lines designed at minimum slopes? ❑
Be aware that the Division will not accept installed lines more than 10% flatter than the minimum slope. Lines installed outside this tolerance should be
corrected prior to submitting the final engineering certification..
FTA 02/03 - Rev. 3 04/05

' FA.,ST-TRACK APPLICATION for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 5
1. Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS FOR FORM FTA 02103
(FAST -TRACK SEWER SYSTEMS)" to collect and record the stream classification data below (attach additional sheets as
necessary). This document is available from our web site or by contacting the appropriate Division of Water Quality
Z
regional office (see instructions for addresses) OR indicate the following:
®
❑ A Stream Classification is not needed because all parts of the project are at least 100 feet away from any down slope
waterbody; AND,
0
❑ A Stream Classification is not needed because the design does not depend on wet well storage as a power reliability
�L.
option for any pump station near a Class C down slope waterbody.
Location ID on Map
(self chosen - as shown on Name of Waterbody Stream Waterbody
map for cross-reference) Waterbody County River Basin Index Classification
O
UT — Stonecutter Rutherford Broad 9-26-1 C
Creek Creek
W
Submit the 8.5" x 11" COLOR topographic map as required in Instruction VI
regardless of whether a classification is provided!
1. Applicant's Certification:
1, SIGNING OFFICIAL NAME, attest that this application for PROJECT NAME
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 al/ required supporting documentation and attachments are not
included, this application package is subject to being returned as incomplete. Note: In accordance with North Carolina
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.
Sig g Official Signature Date
U)
2. Professional Engineer's Certification:
i attest that this application for has been reviewed by me and is accurate, complete
and consistent with the information in the engineering plans, calculations, and all other supporting documentation 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, Gravity Sewer Minimum Design Criteria for Gravity Sewers adopted February
0
12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June
1, 2000 and the watershed classification in accordance with Division guidance. 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. 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.
2a. James Vernon Atkinson, Jr.
®®®o�s�°,°��ga�
Professional Engineer Name rrtlrf
--'
2b. BP Barber & Associates
Firm
_Engineering
2c. 9601 Warren Abernathy Hwy. 99
Mailing Address
2e. SC 2f. 29301 VIP
�e�e
2d. Spartanburg
City State Zip � e ��
_ 9. Ls' 07
2g. 864-949-1111 2h. 864-949-1110 �i. [e-mail]
Telephone Facsimile E-mail Seal, Signature & Date
FTA 02/03 - Rev. 3 04/05

N THUNDER ROAD
MAIN
f FORCE � �► s
. , - - m
S REPLACIEWENT
0 250500 1,000 1,500 2,000 Feet BP Barber
Engineering • Experience • Excellence
1 inch equals 1,000 feet

-'' v: In/4 /vi
y� n
FAST -TRACK AP PLILCATION REVIEW PROOE ORES
Project Name: Review Date: l0_(f D
Project Number: Reviewer: _ Y�
.43'i mst-trac% vroiects should be .subm tte•d on the applicdtion anti -fled "Fast -Track Application cr
Gravity Sewers, Pump ;Stations, and rorce Mains" ff ORM: F i*A 02/0;3 Rev 3,currently) unless
otherwise directed by the ;%FRCS. Any pump tationiforce main projects that require an
Envjronmenfal Assessment (EA) are excluded from the Fast -Track r eview process, and shoui d be
submitted for full review to the Central Office (PERRCS) on FORA}!: PSFMGSA 101:99. Additionally,
any projects involving a fk-lw reduction request must receive approval for the flow reduction from
the central office.
PRE-REVIE YV
i
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, REETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter aria certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a project has been accepted,
any information that is found to be incorrect and/or lacking must be requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTION A — Application Information
the applicant is private (Item B(2)) and listed as a corporation, check the NC Department of the
ecretary of State's web site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered with the Secretary of State to conduct business as a corporation in the
State of NC. Developer's and HOA's should be listed.
✓ Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
PERCS. if a new delegated signing official letter is presented with the application, forward a copy
to the central office so that the person may be added to the Delegated Signing Official list. The
central office will send E-mails to the appropriate region if a new signing official has been added
so that the most current list can be used. The Non -Discharge Permitting Unit has an example
delegated signing official letter from http://h2o.enr.state.nc.us/PERCS/spraypol.htm]#DELEG.
SECTIOB — Permit Information
✓ Project is new? Modification? If the project is a modification to an existing permit, be sure to
enter the application into BIMS as a permit modification (i.e. "renew/modify application" and not
"create new project"). BIMS will pull the previous signing official and affiliations information.
Please go through all the tabs and ensure the information is correct for the current project.
Applicant a public entity (e.g. county, town, sanitary district)?
Applicant a private entity?
Own (i.e. lease) units, lots, parcels, etc?
1
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Sell units, lots, parcels, etc?
Certificate of Public Convenienc and Necessity? 2H .0205(d)(2) -
4 Required if the applicant is a p lic utility. In lieu of a Certificate of Public
Convenience and Necessity, the may submit written approval from the
North Carolina Utilities Commiss\heb
c Staff that states that the utility is
allowed to provide utility service ect project area. Note that the
project name on the application CPCN must match. Contact the
NCUC Public Staff if questions ais NOT REQUIRED for a
municipality or county! Examplenies 'that would provide a CPCN
ar, Heater Utilities or Carolina Wce, etc.
Operational Agreement? 2H.0205(d
Operational Agreements are only required if t k applicant is not a public
entity (i.e. Town, County, etc.) or public utility a designated by the North
Carolina Utilities Commission AND the lots bein served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer, they must fill out he DEVELOPER
Operational Agreement (FORM: DEV 02/03). developer may be
responsible for the system for an interim period untii the homeowners
association is formed, at which time a Permit me/Ownership Change
request (FORM: PNOCF 06/00) will be need e to transfer the permit to
the HOA.
♦ If the applicant is a homeowners' associ ion (HOA), they must fill out
the ASSOCIATION Operationa/Secr
nt (FORM: HOA 02/03 The
HOA must .be registered with thry of State's office and must
providea copy of the Associatis and Articles of Incorporation.
These documents should be reensure that all applicable
language regarding the collectiis included as is required by
the Operational Agreement.
♦ The Operational Agreement sho Id be attached to the permit and
incorporated into the language f the permit. Please note that Operational
Agreement language should of be altered without approval from the
Attorney General's Office. perational Agreements are available at
http://h2o.enr.state.nc.us/FIERCS/ from the collection system applications .
page.
Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
',� Flow acceptance letter(s) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF. .
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
2
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Main Problems Noted: A flow acceptance letter is provided by the receiving VTNTP owner but
not the downstream sewer owner, which both are different from the applicant. Example, private
developer in Knightdale. Both Knightdale and Raleigh would need to provide a flow acceptance i
letter as Knightdale will transport the wastewater and Raleigh will treat the wastewater.
Wasteriater industrial or domestic in nature?
+ Most projects will be for wastewater that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
Coordinator or the WQ P.T etreatment Unit Central Office 'Zo determine if a ratreat; gent permit
is needed or if a program already in place and compliant.
Flow volume calculated correctly? 2H .0299(1)
Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s_f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say.
'120 gpd/bedroom for residential. Note that for one-bedrec,-n the minimum they can use is
240 gpd.
if daily design flow is not based on regulations, ensure that the appiicant has an approved
flow reduction of daily design flow rate on file with the Division. A !ist of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the PERCS. Flow
reduction requests are to be reviewed by the central office, anc; must be reviewed and
approved before the application is accepted by the regional office for review.
On occasion, there may be an instance whare-upporting documentation is submitted with
the application for a specific facility. Contact PERCS to leterrnine a course of action.
Ensure that the flows shown on the application snatch up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the IV1DC or the .0200's.
Do not allocate "future" wastewater flaws (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions. Although, we
do allocate "unknown" flows on a per acre basis for industrial/commercial park applications.
Generally, the Division has accepted between 900 gpd/acre —1500 gpd/acre. Let the
engineer support his calculation.
quate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note 1: An Environmental Assessment may be required if there are 3 miles of gravity sewer over
18-inches in diameter (15A NCAC IC .0100). Environmental Assessment projects can NOT go
Fast -Track!
Main Problems Noted: A public entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested
>�Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a firm capacity
of 1,750 GPM or greater (15A NCAC 1 C .0100). If there are any questions about whether an EA
may be required, discuss with your supervisor or contact Alex Marks of the Planning Branch's
Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (i.e. dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)? Note 1: Section C of the
FTA has to be completed and show a Class C down slope water in order to use wet well
storage as a reliability option. Include the special condition in the permit. You will need to
ask for storage calculations and the power outage data. Note 2: Ensure telemetry is specified
if a portable generator is called out. Check with the engineer if unsure. Note 3: Ensure an
automatic transfer switch (ATS) is specified if a permanent (standby) generator is specified.
Check with the engineer if unsure.
Main Problems Noted: Failure to specify appropriate or applicable power reliability option
3
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

�roject designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design ,
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and __-
Force Mains document (as applicable)? NO will be checked in Item B(12) of the FTA. If NO,
forward one copy of the supportina documents to the Central Office for review. indicating the
permit number owner and oroiect name.' The Central Office will review the variance reauest. and
if aoprovable, specific lanquace regarding the variance will be forwarded to the Reqional Office
reviewer to incoroorate into the permit. A copy of the variance letter provided by the central office
should be kept with the application file. If you catch something in the application or supporting L
documents that is not in accordance with our regs or MDC, send an additional information
request.
Main Problems Noted: A puLlic entity specifies 6-inch line when 8-inch is required; 4-inch line is
specified and no variance requested; supporting documents show slope issues...
SECTIt3N C_-Watershed Classification
C__-'Colortopographic map submitted?
1�Watershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required. BOTH BOXES IN
SECTION C MUST BE CHECKED TO NOT PROVIDE A CLASSIFICATION!
SE CT_ D -Applicant Certifications
Signing Official's signature? 2H .0206(b)
a Ensure that the applicant's signature is the same person as that listed as the applicant's
signing official on Page 1 of the application form.
I�PE stamped, signed, and dated application, plans, specifications, and calculations (if applicable)?
2H . 0205(d) (1) (A) (iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation andlor authorization is
required.
--"'Adequate information provided for the engineer/engineering firm?
APE with active license in North Carolina? 2H .0205(d)(1)(A)(N) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E's have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell. This permit
shell contains specific language with respect to the Minimum Design Criteria, regulations, and
collection system permitting. The PERCS will notify you of any changes to this permit shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language! Some of these can be tricky so feel free to run the
drafted permit through PERCS first before issuance.
♦ It is preferable if Fast -Tracks are saved electronically by permit number under issued year and month.
4
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

Denying a Project
If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a.denial letter should be drafted. Spec lal.atte ntion .
should be paid to the statutory deadline for permitting. If it is thought that a protect might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
by time allowed for the denial letter to be sen+ up to the Director and signer: ;prior to she
statutory date.
The Reviewer should use the Application Denial Letter template to prepare a denial package J'or Me
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
Permits should be signed only by those delegated ':o sign for the Director.
y Permits should be distributed as follows (include the signed Cperatlonei Agreement ,;vith .the
permit and all distribution copies if applicable!):
✓ Original to the Permittee
✓ Copy to the consulting engineer
✓ Copy to the county health department
✓ Copy to the Mecklenburg County Department of Envircrmental Protection for all projects located
in Mecklenburg County
✓ Copy(ies) to the owner of the VIAWTF and owner of the downstream sewers (if different than the
Permittee)
✓ Electronic Copy and Hard Copy to the PERCS for our files
✓ Copy to Central Files (attach application package and any supporting documents with a staple —
do not include any plans unless they are small and can be folded up into an 8.5" x 11" sheet)
✓ Save an electronic version named WQOOXXXXX.doc in a folder on your office shared drive or
hard drive. Try to keep your drafts and issued files separate. SEND ELECTRONIC COPIES TO
PERCS on a frequent basis — weekly or monthly!
Permit Corrections
♦ If a permit has been issued but an error discovered MADE BY US internally or by the Permittee or
their engineer, a permit correction is necessary.
♦ Pull the original permit and make the corrections — do not change issue dates or enter a new
application in BIMS — resave the permit
♦ Prepare the permit correction cover letter modifying as applicable — the corrections need to be
distributed to the same people/agencies who received the orginai permit
♦ Print the corrected permit and permit correction letter — sign if needed
♦ Maintain Permit in BIMS — add permit corrected event date and comments as to what was corrected
♦ Copy and distribute
The Certification
♦ Final engineering certifications will be submitted back to your office when the project is complete.
These should be date stamped (the certification page, record drawings and calculations, if applicable)
♦ Construction, Grants & Loans (CGL) may request and audit some of these certifications
♦ Regardless of whether the region or CGL reviews a certification, the receipt date must be logged into
BIMS. Perform the following: Maintain Permit, Enter Permit No., Go to Events Tab, Add Event, Select
Engineering/Tech Specialist Certification Received, Enter Receipt Date
♦ If the certification sheet is marked partial = put partial in the event comment field.
♦ If the certification seems incomplete — missing plans or calculations or no PE seal — note incomplete
in the comment field. Send an incomplete certification letter. The certification page in the permit
explains exactly what the engineer is to provide.
♦ If the certification is provided to CGL — maintain the engineer certification received event and put "to
CGL for review on DATE" in the event engineer certification received comment field.
5
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

If the region wishes to perform a detailed review — look for items not meeting the minimum design
criteria or outside of the permit. For instance, minimum cover; slope; minimum separation distances;
line size changes; length; reroutes; additional lots than permitted; pump station alarms; pump cycle .
.;rues; no indication of record drawing (as-builts) on plans; no PE seal or note about record drawings
fland surveyor seals are not appropriate). A certification checklist is being developed.
-� Regardless of review, certifications need to be processed as this closes out the permit. Follow the
processing engineering certifications guidance document.
I
6
FAST -TRACK Application Review Procedures 2003 (Rev 2/06)

JME3 VERNON ATMN90N PDo
VELMA ATIONSON
6 5 LUCERNE DRIVE
SPARTANBURi, SC 28�2
2327
s7awos5x
P 10
MY $ 4 80
EnI6�1
w (Yv0 ?a2)9�

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W.Klimek, P.E',•Director
,_qq Quality .
November 20, 2008'--"
l
Vernon Atkinson, P.E. ! NOV 15 200$
BP Barber Engineering I
9601 Warren H Abernathy w,f�lTL � , _-.�,_T�_a__.� ° .. •
PO Box 17009 F, F,Li }' SECTION
Spartneburg, SC 29301-5226 - -- — --._
Subject: Incomplete/Inadequate Engineering Certification
Thunder Road Force Main Replacement
Permit Number WQ0032292
Rutherford County
Dear Mr. Atkinson:
Regretfully, the Division can not accept the submitted engineering certification.for the subject
permit due to the following reasons:
® The Division no longer accepts typed certification letters. Only the approved Engineering Certification
Form provided as the last page in the issued permit is accepted.
❑ Record drawings are not present.
❑ Pump station calculations are not present. These are required upon completion of all projects issued a
permit through the Division's fast track process.
❑ Project changes are not evident in the record drawings or provided in written form nor is there any
indication that the project was completed with minimal changes that are in conformance with all statutes,
regulations and our Minimum Design Criteria (if applicable).
® Partial or full certification is not indicated on the Engineering Certification Form or record drawings.
❑ PE seal, signature or date is missing from the Engineering Certification Form, record drawings and/or pump
station calculations (if applicable).
❑ The record drawings do not show all of the required information (i.e. plan/profile of all sewer lines, all
treatment component locations and sizes, site map, etc.).
❑ Inspection frequency is not specified on the Engineering Certification Form.
❑ The partial certification does not show a completed project section or phase.
® Other: Misdirected to wrong office. Please mail attached certification to the address noted on the form
Please make the appropriate corrections and resubmit the engineering certification by December 20,
2008 along with a copy of this letter, to the appropriate regional office if noted on the certification form.
It is recommended that delivery of certifications provide some method of proof of receipt by the
Division. Receipt of engineering certifications in no way absolves the Permittee's responsibility to ensure
the project meets all statutes, regulations and design criteria associated.with the project.
Note that the Division reorganized. All sewer related matters are now handled through the
Pretreatment, Emergency Response and Collection Systems Unit under the Point Source Branch. The
Unit is located on the 13th floor of the Archdale building in downtown Raleigh. Please ensure the
letterhead information is used for all correspondence to ensure timely delivery.
One Pretreatn)ent, Emergency Response and Collection Systems Unit Internet http://h2o.enr.nc.state.us/peres
North¢Carolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
'V�I`l✓(rLZ//„ Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Page 2 of 2
If you have any question regarding this letter, please feel free to contact me at 919-733-5083, extension
526. `
Sincerely,
Tom Ascenzo
Environmental Technician
Enclosure
cc: Ashes Ville Regional Office,-SA/VP_Section
Town Manager, T/Spindale
PO Box 186, Spindale, NC 28160
Central Files - WQOOWQ0032292

ENGINEERING CERTIFICATION — POST CONSTRUCTION';
System Description:
8,722 linear feet of 12-inch diameter force main
Complete and submit this form to the Asheville regional office with the followii
en t-1 ufherford County. Oct. 9, 2007
I I
DEC - 3 2008
WATER QUALITY SECTIO
LSH VILLE r',EOIO\1,, N '
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collectio
system extension
supporting design,calculations (selected pumps, system curve, operating point, available storage if porta
generator(s) or storage greater than longest past three year outage reliability option selected) for any p
stations permitted as part of this project
Changes to the project should be clearly identified on the record drawings or -in written summary form-. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the.Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial Final
3a�+rS V. X as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (X periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project 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 constructionwas observed to be built within substantial compliance
of this permit; 15A NCAC 2T; the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria
adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of
Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's
seal; signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
S f I npq LG-

O W aT�RQG Michael F. Easley, Governor
William G. Ross, Jr., Secretary
ODNorth Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
August 26, 2002
Mr. Mike Brooks, Director of Public Works
Town of Spindale
Post Office Box 186
Spindale, North Carolina 28160
SUBJECT: Permit No. WQ0021642
Town of Spindale
Spindale Elementary School
Wastewater Collection System Extension
Rutherford County
Dear Mr. Brooks:
In accordance with your application received August 5, 2002, and additional information
requested August 14, 2002 please find attached Permit No. WQ0021642 for the construction and
operation of the subject wastewater collection system extension. This Permit shall be effective from
the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that the
wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC
2H .0227 or any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute acceptance'of any part of the project that
does not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations -and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the
application. It shall be the Permittees responsibility to ensure that the as -constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute 143-215.6A through 143-215.6C, construction of
additional or replacement wastewater collection facilities, and/or referral of the North Carolina -
Licensed Professional Engineer to the licensing board.
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 Town of Spindale; for the construction and operation of approximately 915 linear feet
of 8 inch gravity sewer; as part of the Spindale Elementary School and the discharge of no

Mr. Brooks
August 26, 2002
Page Two
additional new flow of collected domestic wastewater into the Town of Spindale existing
sewerage system, pursuant to the application received August 5, 2002, and in conformity with
15A NCAC 2H .0200; the Division's Gravity Minimum Design Criteria adopted February 12, 1996
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of
Spindale Wastewater Treatment facility (NPDES Permit No. NC0020664) prior to being
discharged into the receiving stream.
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 30 days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of 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 Mr. Roger
Edwards at 828-251-6208.
Sincerely,
Alan D. Klimek, P.E.
Enclosure eA
xc: Rutherford County Health Department
Non -Discharge Permitting Unit
Michael D. Allen, Barbara H. Mulkey Engineering, Inc.
Roger Edwards

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
TOWN OF SPINDALE
SPINDALE ELEMENTARY SCHOOL
PERMIT NUMBER WQ0021642
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are
constructed in accordance with the conditions of this permit: 15A NCAC 2H .0200; the
Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of'these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be
met as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to
prevent discharge to surface waters, and any contravention of the groundwater
standards in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213
.0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall be
actively maintained.
C. An .operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected
every day, as defined in 15A NCAC 213 .0503(5). Pump stations that are connected
to a telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.

WQ0021642
August 26, 2002
A general observation of the entire sewer system shall be conducted at least once
per year.
g. Inspection and maintenance records shall be maintained for a period of at least
three years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional
Office in accordance with 15A NCAC 2B .0506(a), and public notice shall be
provided as required by North Carolina General Statute 143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater
facilities to change ownership, or there is a name change of the Permittee, a formal permit
request shall 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 shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the
existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been
installed in accordance with this permit, 15A NCAC 2H .0200; the Division's Gravity Sewer
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Station and Force Main adopted June 1,
2000 as applicable; 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. A copy of the construction record drawings,
indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction
Record Drawings", and one copy of the supporting design calculations to the Non -
Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials may subject the Permittee to an enforcement action by the Division,. in
accordance with North Carolina General Statutes 143-215.6A through 143-215.6C.

VVQ0021642
August 26, 2002
9. In the event that the wastewater collection facilitiesfail to perform satisfactorily, including
the creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional
or replacement facilities.
10. The issuance of this :permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that 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 NCG0100000, .
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC
2H .0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone
number 828/251-6208 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 either of
the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, Fine blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters withouttreatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in
letterform within five 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.
Permit issued this the 26th day of August, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
I n D. KI me , P. E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0021642

Permit No. WQ0021642
August 26, 2002
Partial
I,
North Carolina,
construction of the
ENGINEER'S CERTIFICATION
Final
as a duly registered Professional Engineer in the State of
having been authorized to observe (periodically, weekly, full time) the
project, Spindale Elementary School, Town of Spindale, Rutherford County for the Permittee
Project Name Location and County
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 of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with
one copy of the "Construction Record Drawings" of the wastewater collection system extension
as well as supporting design calculations for any pump stations permitted as part of this project.
This project shall not be considered complete nor allowed to operate until this Engineer's
Certification and all required supporting documentation have been received by the Division. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
TOWN OF SPINDALE
SPINDALE ELEMENTARY SCHOOL
PERMIT NUMBER WQ0021642
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified conditions and limitations:
This permit shall become voidable unless . the wastewater collection facilities are
constructed in accordance with the conditions of this permit: 15A NCAC 2H .0200; the
Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12,.1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be
met as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to
prevent discharge to surface waters, and any contravention of the groundwater
standards in 15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213
.0200.
b. A map of the sewer system shall be developed prior to January 1., 2004 and shall be
actively maintained.
C. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected
every day, as defined in 15A NCAC 213 .0503(5). Pump stations that are connected
to a telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.

WQ0021642
August 26, 2002
A general observation of the entire sewer system shall be conducted at least once
per year.
g. Inspection and maintenance records shall be maintained for a period of at least
three years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional
Office in accordance with 15A NCAC 2B .0506(a), and public notice shall be
provided as required by North Carolina General .Statute 143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater
facilities to change ownership, or there is a name change of the Permittee, a formal permit
request shall 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 shall be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the
existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been
installed in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Station and Force Main adopted June 1,
2000 as applicable; 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. A copy of the construction record drawings,
indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction
Record Drawings", and one copy of the supporting design calculations to the Non -
Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for
the life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials may subject the Permittee to an enforcement action by the Division, in
accordance with North Carolina General Statutes 143-215.6A through 143-215.6C.

WQ0021642
August 26, 2002
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including
the creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional
or replacement facilities.
10., The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that 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 NCG0100000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC
2H .0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone
number 828/251-6208 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 either of
the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport; such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.,
Persons reporting such occurrences by telephone shall also file a written report in
letterform within five 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.
Permit issued this the 26t' day of August, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
1/- -
I n D. KI me , P. E., Director
;Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0021642

Permit No. WQ0021642
August 26, 2002
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, Spindale Elementary School, Town of Spindale, Rutherford County for the Permittee
Project Name Location and County
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 of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity
Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with
one copy of the "Construction Record Drawings" of the wastewater collection system extension
as well as supporting design calculations for any pump stations permitted as part of this project.
This project shall not be considered complete nor allowed to operate until this Engineer's
Certification and all required supporting documentation have been received by the Division. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617

Ar. Brooks
August 26, 2002
Page Two
additional new flow of collected domestic wastewater into the Town of Spindale existing
sewerage system, pursuant to the application received August 5, 2002, and in conformity with
15A NCAC 2H .0200; the Division's Gravity Minimum Design Criteria adopted February 12, 1996
as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting data
subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of
Spindale Wastewater Treatment facility (NPDES Permit No. NC0020664) prior to being
discharged into the receiving stream.
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 30 days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of 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 Mr. Roger
Edwards at 828-251-6208.
Sincerely,
Alan D. Klimek, P.E.
Enclosure
xc: Rutherford County Health Department
Non -Discharge Permitting Unit
Michael D. Allen, Barbara H. Mulkey Engineering, Inc. J
Roger Edwards

WATF9Q Michael F. Easley, Governor
William G. Ross, Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
__q
0 � Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
August 26, 2002
Mr. Mike Brooks, Director of Public Works
Town of Spindale
Post Office Box 186
Spindale, North Carolina 28160
SUBJECT: Permit No. WQ0021642
Town of Spindale
Spindale Elementary School
Wastewater Collection System Extension
Rutherford County
Dear Mr. Brooks:
In accordance with your application received August 5, 2002, and additional information
requested August 14, 2002 please find attached Permit No. WQ0021642 for the construction and
operation of the subject wastewater collection system extension. This Permit shall be effective from
the date of issuance until rescinded and shall be subject to the conditions and limitations as
specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that the
wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC
2H .0227 or any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute acceptance'of any part of the project that
does not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer
Minimum Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum
Design Criteria, for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable, unless specifically mentioned herein. Division approval is based on
acceptance of the certification provided by a North Carolina -licensed Professional Engineer in the
application. It shall be the Permittees. responsibility to ensure that the as -constructed project
meets the appropriate design criteria and rules. Failure to comply may result in penalties in
accordance with North Carolina General Statute 143-215.6A through 143-215.6C, construction of
additional or replacement wastewater collection facilities, and/or referral of the North Carolina -
Licensed Professional Engineer to the licensing board.
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 Town of Spindale; for the construction and operation of approximately 915 linear feet
of 8 inch gravity sewer; as part of the Spindale Elementary School and the discharge of no

N. C. DEPARTMENT OF ENVIRONMENT AND
STATE,,. NATURAL RESOURCES
."'"°70. »5 DIVISION OF WATER QUALITY
WATER QUALITY SECTION
oASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
rRIL 11.1776
��.... aASHEVILLE, NORTH CAROLINA 28801
PHONE: [phone] FAX: [phone]
TO:
FAX #:
FROM:-_��l2Cl s.
# OF PAGES INCLUDING THIS COVER: z
MESSAGE: If questions, please call 828/251-6208.
ti4�\

02'03:56p Barbara H Mulkey
[9191851-1918 p,l
/to (0
BARBARA H, MULKEY ENGINEERING, INC.
P.O. Box 33127
Raleigh, North Carolina 27636.-3127
Telephone [phone]
Fax [phone]
Facsimile Cover Sheet
To: Roger Edwards
Company: Asheville Regional Office
Phone: [phone] Fax: [phone]
From:- Michael Allen, PE
Company: Barbara H. Muike Engi eering, Inc.
Phone,- [phone] Fax: [phone]
Date: Wednesday, August 14, 2002
Regarding: Watershed 0assification Form
Number of Pages, Including this Cover Page: 3
Comments,
Sorry 'for the oversight. I thought the classification form was just for pump stations.
Please give me a call if you have any additional questions or comments.
Thanks,
Mlke
AUG
1 4 2002 t 7
Doge 1
rox Cover Sheet

Rug 14 02 03:57p Barbara H Mulkey [phone]
State of Forth Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSBED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
('THIS FORM MAYBE PHOTOCOPIED FOR USE, AS AN ORIGINAL)
INSTRUCTIONS -
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review_ At a minimum, you must
include an 8.5" by I V copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identity the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location_ The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
l., Applicant's mune (name, of the municipality, corporation, individual, etc.): Town_ f S'3 ndale
2. Name and complete address of applicant: Town of Snindalc Ecology Road _
City: Snindalc _State: North Carolina Zip: 28160
Telephone number: [phone]Facsimile number: fL2i 286-8569
3. Project name (name of the subdivision, facility or establishment, etc.): Spindale Elementary School
4. County where project is located: Rutherford
5. Name(;,) of closest surface waters: Unnamed Tributary of blollands Creek
6. River baiin(s) in which the project is located: broad _
7. Topographic map name and date: Autherfordton South _
8. North Carolina Professional Engineer's seal, signature, and date:
EL ID
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
AUG 1 4 ZV
Please provide me with the classification(s) of the surface water, watershed(s), and appropriate river basin(s) where
these activities will occur, as identified on the attached map segment:
Name(s) of surface waters and river basin(s):
Classi[ication(s) (as wlablis1le�l by t11C EMC):
Proposed classiGeation(s), if applicable:. ,
River basin buffer rules, if applicable:
Signature of regional office personnel:
Date:
FORM: WSCA 10/99 Page 1 of 2

4 02'03:57p Barbara H Mulke9 [phone] p.3

PHONE:
N. C. DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
828/251-6208 FAX: [phone]
TO: Michael D. Allen, P.E.
Barbara H. Mulkey Engineering, Inc.
FAX #: [phone]
FROM:
Roger Edwards
DATE: August 14, 2002
# OF PAGES INCLUDING THIS COVER: 2
MESSAGE: If questions, please call 828/251-6208.
Mike,
Please fill out the attached WSCA 10/99 form for
Spindale Elementary School project. I will place the project
on hold, if the WSCA 10/99 is not received within 10 days, the
application package will be returned as incomplete. If you have
any questions feel free to contact me at the number above.

— o �
08/01/02
Permit Number WQ0021642
Program Category
Non -discharge
Permit Type Fast Traci(
Gravity Sewer Extension, Pump Stations, &
Pressure Sewer Extensions
Primary Reviewer
roger.edwards
Permitted Flow
Facility
Facility Name
Spindale Elementary School
Location Address
Owner
Owner Name
Town of Spindale
Dates/Events
Draft
Orig Issue App Received, Initiated
07/30/02
Regulated Activities
\Iftsin�
Outfall NULL
Permit Tracking S]
Status Project Type
In review New Project
Version Permit Classification
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Asheville
County
Rutherford
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
Tim Barth
P.O. Box 186
Spindale NC
28160
Scheduled Public
Issuance Notice Issue Effective Expiration
Requested/Received Events
RO staff report received
RO staff report requested
Additional information requested
Additional information received
waterbody Name Stream Index Number Current Class Subbasin
5 2002

BARBARA H. MULKEY ENGINEERING, INC.
BARBARA H. MULKEY ENGINEERING, INC.
P.O. Box 33127
Raleigh, North Carolina 27606-1580
Telephone [phone]
Fax [phone]
Letter of Transmittal
TO: Kim Colson .
NCDENR- Division of Water Quality
512 North Salisbury St., Ste. 1219
Raleigh, NC 27.604
FROM: Michael D. Allen, P.E.
DATE: July 29, 2002
PROJECT: Spindale Elementary School
WE ARE SENDING YOU:
COPIES DESCRIPTION
1 Fast -Track Application for Gravity Sewers, Pump Stations and Force
Mains
1 Check for $400.00
TRANSMITTED BY: O BHME COURIER
Comments:
BARBARA H. MULKEY ENGINEERING, INC.
Michael D. Allen, P.E., Project Manager
Land Development Division
Cc: Brian Starkey
R _CEIVED
WATER QuALI T Y SECTION'
J U L 3 0 2002 i
NON -DISCHARGE PERMIhT6NG
age l
Transmittal

State of North Carolina �OM_Tb � I �a q )""
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION��—
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package) ` AU�j — 5 2002 _
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL. _
-
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
ALA. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
Attachment - Submit the completed and properly executed Form WSCA 10/99 for each watershed within the project
location.
AUC. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
F. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visit our web site at. h2o.enr.state.nc.us/ndpu/ "7
WATEn 0,UAI-ITY S ._ TtO!,' f
J 0 L 3 0 2002
FORM: FTA 06/00 Page 1 of 5
j --J
nOlq-DISCHARGE PERIJETTiNC

c [ C�`-C
Application Number: � (to be completed by DWG
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.):
.filal"e3�
2.
Owner's or signing official's name and title IU n2 U;
G'1T�✓C/} i O l'19 '
1131SeTiB ITPG S. C! Llb c �iOiICS_
IO l�Qf vc C
3.
Name and complete address of applicant: Town of SpindaleYl
h
Ecology Road
7
City: Spindale State: NC Zip: 28160
i
Telephone number: [phone] Facsimile number: [phone]
1
4.
Project name (name of the subdivision, facility or establishment, etc.):
+n al'e:°
5.
County where project is located: _ ' ut erf Ed i
6.
Fee submitted:d4t3,t 0o (See Instruction C.)
7.
Name and complete address of engineering firm: ar ar Nlul` a )JtrirceerinIn
Post Office Box 33127
City: Raleigh State: NC Zip: 27636
Telephone number: [phone] Facsimile number: [phone]
8.
Name and affiliation of contact person who can answer questions about application:--.-,
ae >ill+'en, 'vl,:� ` roiect Manager
_
I yAUG
H. PERMIT INFORMATION:
^
1.
Project is: RM modification
u.
- -
2.
If this application is being submitted as a result of a modification to an existing permit,
provide:
existing permit number and the issuance date
3.
Applicant is:"3abi private
If private, units (lots, townhomes, etc.) are: leased (Skip to item III.); sold
If sold, facilities owned by a: public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
M. INFORMATION ON WASTEWATER:
1. Please . provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.):
School
2. Volume of wastewater generated by this project: Mllons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): This roject;Eonsi'sts of
EFL rtJP:.. k'; rCTIC�{� 6
tl , ua o existing sanitary sewer line (over 20 years old). The proposed Spindalelem Eentary T� i k
School will replace the existing Spindale Elementary School located at the same site. ThereforeD-pew�a
w} L J _
wastewater flow is being generated by this project.
FORM: FTA 06/00 Page 2 of 5 L —'
I`01'1-DISCHARGE PER1vETTtNG

4. Nature of wastewater: 100 % Domestic/Commercial; % Industrial;
% Other waste - specify:
5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: N/A
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: Approximately 915 if of 8" sewer and related appurtenances to serve the
proposed Spindale Elementary School.
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
Min, ale
3. WWTF permit number (NC00*****orWQ00*****): CC +.�;Z ��'?1__
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.): N/A
5. Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet)
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? QW4FAMft
s; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted: NOT APPLICABLE
No. or
Name
Design Flow
(MGD)
Pump Operational Points
GPM @_ feet TDH
Reliability Option
Selected
FORM: FTA 06/00 Page 3 of 5

8. Summary of FORCE MAIN to be permitted: NOT APPLICABLE
Diameter Length
(inches) (linear feet)
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.): N/A
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IVA and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

V. CERTIFICATIONS ((0 4'?—
Professional Engineer's Certification:
I, Mich ► Ai11e6W .; test that this application for the Snindale Elementary School has been reviewed
by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
and all other supporting documentation 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, Gravity
Sewer Minimum Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted .June 1, 2000. 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. Note: In accordance with NC General Statutes 143-215.6A and 143-
215.613, 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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
I, st that this application for the Snindale Elementary School 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 f ne not to , eed $10,000 as well as civil penalties up to $25,000 per violation.
J��f��f� � +'Qi ":�",1`"� 4 �`�� �k�•Cs `i � #'=_.Y �'y 6`. #�L + ju�'d '�
\' ATEP•. QUA ,U: SECTiQ �I
J U L 3 0 2002
FORM: FTA 06/00 Page 5 of 5
3
%NOi��DiSCHARGE PERfJf; T NG

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Mchael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph D., Acting Director
Town of Spindale
Tim Barth
PO Box 186/103 Revely Str
Spindale NC 28160
Dear Mr. Barth:
1 • •
OOM
NCDENR
NORTH CARC
ENVIRONMENT Al
October 25, 2001
Subject: Permit No. WQ0017320
Spindale Town -Annexation Are
Rutherford County
The Division's Non -Discharge Permitting Unit has received your signed and sealed certification with record
drawings. The Division hereby accepts this certification based upon its execution and submittal by a North
Carolina Professional Engineer. Please note that the record drawings will be forwarded to the Asheville
Regional Office and have not been reviewed. If a review is conducted, you will be notified of any non-
conformity with the Minimum Design Criteria.
If it would be helpful to discuss this matter further, I would suggest that you contact the Water Quality
Regional Supervisor at the Asheville Regional Office at [phone].
Sincerely,
Thelma Williams
cc: Asheville Regional Office, Water Quality Section
Central Files
B.P. Barber & Associates
1617 Mail Service Center, Raleigh; NC 27699-1617 Telephone [phone] Fax [phone] ..
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Modified Permit No. WQ0017320
Non -Discharge Permit
Town of Spindale
ENGINEER'S CERTIFICATION
Cis
arg8 P y - .
ernf tfin,
1, John T . Hannah , as a duly registered Professional Engineer in
the State 'of North Carolina, having been authorized to observe /weekly/f)
the construction of the Town of Spindale Sanitary Sewer System serving the Annexation Area,
located in Rutherford County, hereby state that to the: best of my abilities, due care and diligence
was used in the observation of the following construction:
Approximately 18,667 L.F. of 8-inch gravity sewer; approximately 4,500 L.F. of 4-inch
force main; one new pump station with dual 85 g.p.m. submersible pumps; one new pump
station with dual 120 g.p.m. submersible pumps; replacement of existing pumps at one
pump station with dual 250 g.p.m. submersible pumps; complete upgrade of one pump
station to include dual 450 g.p.m. submersible pumps; a fixed engine -driven generator; two
portable trailer mounted engine -driven generators; all electrical work .associated with pump
stations; and all clearing, grading, and related appurtenances.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature Registration No.
Date Jun 8 , 2 0 01
Mail this Certification to:
DENR/DWQ o
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617.
The Dlvfsion of Wn acknowledges recei C� � f� Y:
1/ r �ficwon AuSineers

1"1/AT RQU ;l V
Q� Ali yBF��t®hl
B. P. BARBER & ASSOCIATES, INC L7
01?_& ar
GHWAY
SPARTANBURG, S.CC.. 29 01-5226 ACSPUMILEE [phone] 9e �eni7itbng
MEMORANDUM
DATE: 08 June 2001f-",% n_�?Lu Fz 1 V,
TO: DENR/DWQ
Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617 -� f tj r�aAALITY 5 -CT1 piV
Compliance) Errs.
FROM: John Hannah
SUBJECT: Modified Permit No. WQ0017320
Non -Discharge Permit
Town of Spindale -
Enclosed is the Engineer's Certification for the above project.
Thanks very much.
cc: Town of Spindale, Attn: Tim Barth
NC DENIM 59 Wooden Place, Asheville, NC 28801, Attn: Roger Edwards

PEON NPDES FACILITY AND PERMIT DATA 04/20/01 15:26:26
UPDATE OPTION TRXID 50U KEY WQ0017320
PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ 400.00 REGION
FACILITY NAME> SPINDALE, TOWN -ANNEXATION ARE1 COUNTY> RUTHERFORD 01
ADDRESS: MAILING (REQUIRED) ENGINEER: B.P. BARBER & ASSOCIATES
STREET: PO BOX 186/103 REVELY STREET STREET: 9601 GREENVILLE HIGHWAY
CITY: SPINDALE ST NC ZIP 28160 CITY: SPARTANBURG ST SC ZIP 29301
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> MADDEN FACILITY CONTACT TIM BARTH
TYPE OF PROJECT> SEWER -PUBLIC LAT: LONG:
DATE APP RCVD 03/13/01 N=NEW,M=MODIFICATION,R=REISSUE> M
DATE ACKNOWLEDGED 03/13/01 DATE REVIEWED / / RETURN DATE
REG COMM REQS / / DATE DENIED / / NPDES #-
REG COMM RCVD / / DATE RETURNED / / TRIB Q .0000 MGD
ADD INFO REQS / / OT AG COM REQS / / TRIB DATE-
ADD INFO RCVD / / OT AG COM RCVD
END STAT APP P 06/11/01 DATE ISSUED / / DATE EXPIRE
FEE CODE()1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES ASN/CHG PRMT
ENG CERT DATE 00/00/00 LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** ENTER DATA FOR UPDATE ***
A ^ ("', - /)

ENGINEERS CERTIFICATION
OCT
� WAN M �o��©isCh�r ��
� . A A r7 , as a duly registered Professional Engineer in
it�lg
the State of North Carolina, having been authorized to observe 11 time
the construction of the modifications and improvements to the Town of Spindale Collection
System, located in Rutherford County hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the following construction:
Approximately 17,400 L.F. of 8-inch gravity sewer; approximately 4,500.L.F. of 4-inch
force main; one new pump -station with dual 85.g.p.m.-submersible pumps; one new pump station
with dual 120.g.p.m._submersibl'e'pumps;,replacement of existing pumps at one pump -station
with dual 250 g.p.m. submersi61epumps; •complete.upgrade-of one pump station to_include.dual
450 g.p.m. submersible pumps; a fixed.engine-driven -generator; -two portablefrailer.mounted
engine -driven generators; all electrical work associated.with-pump :stations;:and.all.clearing,
grading, and related appurtenances.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance.and intent of the approved .plans and. specifications.
Signature Registration No. l 5 1Bd 3
�0e0®OOH 901�p® "d
01
Date l Z es a o®®®y0pw� ��A CARD
Regarding Permit WQ0017320
Issued October 1,1999
%./ -`14
NJ: .il this Certification to the DENR/DWQ
Non Discharge Permit Unit
Water Quality Section
1617 Mail Service Center
Raleigh, NC 27699-1617
At r
803, )1
HA�� moo

:ate'
B. P. BARBER & ASSOCIATES, INC.
ENGINEERS - PLANNERS - SURVEYORS
9601 GREENVILLE HIGHWAY / SPARTANBURG, SOUTH CAROLINA 29301-5226
TELEPHONE [phone] FACSIMILE 864 949-1110
03 October 2001
Ms. Kristen Miquez
NC DENR
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Permit No. WQ0017320
Spindale Town Annexation Area Sewer Facilities
Rutherford County
BPB Project No. 98626
Dear Ms. Miquez:
RECEIVE®
VATFR tat !AUTY SEOTION
OCT 0 0 20
Non -Discharge Permitting
Enclosed is the following documents returned by you to Mr. Tim Barth, Town Manager
of Spindale, on September 28, 2001:
• Engineer's Certification Letter dated 29 December 2000
• Engineer's Certification dated June 08, 2001 (with NC PE seal)
• Engineer's Certification dated December 29, 2000 (with NC PE seal)
• Non-NPDES Facility and Permit Data
• Copy of September 28, 2001 letter
Please note that I have sealed the Engineer Certifications and signed them. We trust this
meets NCDENR requirements. Please call meat 864.949.1111 if you have other
concerns.
With best regards,
B.P. BARBER IN AS CIATES, C.
eT.Hannah, PE
Cc: Tim Barth, Town of Spindale

Oct-03-01 01:56P Town of Spin
a
le
S2S-256-3305
P-02
State of North Carolina
Department of Environment
_ and Natural Resources
DTvisiori of WaM-r-Qaaality —1
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting
u
Town of Spindale
Tim Barth
PO Box 186/103 Revely Str
Spindale NC 28160
Dear Mr. Barth:
0&7�.�W,j
NCDENR
rector NORTH CAROLINA DEPARTMENT OF'
ENVIRONMENT AND NATURAL RESOURCES
,ptatnber 28, 2001
Subject: Permit No. WQ0 017320
Sewer Facility
Rutherford County
The Division's Non -Discharge Permitting Unit has received your certification, but it does not contain all
required information. Please resubmit all returned documents and make ',ure that the certification is
stamped with the engineer's seal.
Please note that docurtients have heen returned to the engineer. Tf it would he helpful to diSCLISS this matter
further, please contact me at. [phone] extension 375-
Sincerely,
Kristin Miguez
cc, ('.entral Files
B,P. Barber & Associates
PEG21VED
WiTER OULI ITY SECTION
OCT U 0 "
110n-Discharge Pemiltfing
1617 Mail Serviet• C v.ntcr, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
An l:yual Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

�-r
B. P. BARBER & ASSOCIATES, INC.
ENGINEERS - PLANNERS - SURVEYORS
9601 GREENVILLE HIGHWAY / SPARTANBURG, SOUTH CAROLINA 29301-5226
TELEPHONE [phone] FACSIMILE 864 949-1110
29 December 2000
Non Discharge Permit Unit
NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
RE: Permit No. WQ0017320
Town of Spindale -Annexation Area Sewer
Rutherford County
Dear Sir/Madam:
SEC`-,VeD
!7"111 1-t iV
OCT U
Nan-Dinh„urge permitting
To the best of my knowledge, information and belief, construction for the above -referenced
project has been completed generally in accordance with the NCDENR approved plans and
specifications. Enclosed is the completed NC DENR Engineer's Certification.
This certification is based upon full-time observation of construction and a final inspection for
design compliance by a representative of our office under my supervn.
With best regards,
�A CAR
B.P. BARBER & A CIATES, INC. ";PQ1 �®
a SE L a
hn T. Hannah, PE 8
5803
u
b
- \
cc: Town of Spindale, Tim Barth f �� °00000000 r�C
yy �

F�kTA Michael F. Easley
�0p .� Q Governor
William G. Ross, Jr., Secretary
vj Department of Environment and Natural Resources
Kerr T. Stevens
"i
Division of Water Quality
a
May 22, 2001
Honorable Ray W. Wilson, Mayor
Town of Spindale
Post Office Box 186Spindale, North Carolina 28160-0186 I' ! ' r
i'
SUBJECT: Town of Spindale MAY 2 42001
Annexation Area Sewer I II
Permit No. WQ0017320 ' ;..; _n ri,: -.d- q`�Gi;� I
Project No. E-SBL-C-99-00014` ,- ,
Rutherford County
Dear Mayor Wilson:
In accordance with your application received March 13, 2001, we are forwarding
herewith Modified Permit No. WQ0017320 dated April 20, 2001, to the Town of Spindale for
the construction and operation of the subject gravity sewers, pumps stations, and force mains.
This modification primarily addresses providing additional gravity sewers as required by change
orders numbered 3 and 4.
This Modified Permit shall void the original Permit No. WQ0017320 issued on October
1, 1999, shall be effective from the date of issuance until rescinded, and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable to you,
you have the right to an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N. C. 27699-6714. Unless such
demands are made, this permit shall be final and binding
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility
has been installed in accordance with the approved plans and specifications. Mail the
Certification to the Non -Discharge Branch, 1617 Mail Service Center, Raleigh, North Carolina
27699-1617. (Engineer's Certification Form is attached.)
One (1) set of final approved plans and specifications is to be forwarded to you, one (1)
set retained for the Construction Inspection Unit, and one (1) set retained for the SBF file.
NCLIEP,`
Customer Service Construction Grants & Loans 1633 Mail Service Center Raleigh, NC 27699-1633 (919) 733-69M
1 800 623-7748 FAX [phone] Internet Address: www.nccgl.net

A copy of the approved plans and specifications shall be maintained on file by the Owner
for the life of the project.
If there are any questions concerning this matter, please contact Mr. Cecil G. Madden, Jr.,
P. E. at [phone].
Sincerel ,
Kerr T. Stevens
Attachment
CGM:pe
cc: B.P. Barber and Associates
Rutherford County Health Department
Ez AgL�vshe�vrll`ee_Regz.=_nal�ffi'ce._
Daniel Blaisdell, P.E.
Kim Colson, P.E.
Don Evans
Robert Massengill, P.E.
Cecil G. Madden, Jr., P.E.
SBL

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL` RESOURCES
RALEIGH
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
Town of Spindale
Rutherford County
1116YA"IN
Construction and operation of approximately 18,667 L.F. of 8-inch gravity sewer; approximately
4,500 L.F. of 4-inch force main; one new pump station with dual 85 g.p.m. submersible pumps;
one new pump station with dual 120 g.p.m. submersible pumps; replacement of existing pumps
at one pump station with dual 250 g.p.m: submersible pumps; complete upgrade of one pump
station to include dual 450 g.p.m. submersible pumps; a fixed engine -driven generator; two
portable trailer mounted engine -driven generators; all electrical work associated with pump
stations; and all clearing, grading, and related appurtenances; and the discharge of 9,000 GPD of
collected domestic wastewater into the Town of Spindale's existing sewerage system, pursuant to
the applications received August 24, 1999 and March 13, 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 modification increased the total flow associated with the project from 120,096 GPD to
129,096 GPD.
This Modified Permit shall void Permit No. WQ0017320, issued October 1, 1999, shall be
effective from the date of issuance until rescinded, and shall be subject to the following
conditions and limitations:
1. This Permit shall become voidable unless the facilities are constructed in accordance
with the approved plans, 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. The facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be adequately treated in
the Town of Spindale Wastewater Treatment Plant prior to being discharged into a
receiving stream.
Diversion or bypassing of the untreated wastewater from the treatment facilities is
prohibited.
6. The facilities shall be constructed in accordance with the requirements of the North
Carolina Sedimentation Pollution Control Act.
7. Any abandoning of the existing facilities must be done in accordance with the
requirements of the Division of Water Quality's Asheville Regional Office.
8. During the construction of the proposed additions/modifications, the Permittee shall
continue to properly maintain and operate the existing wastewater treatment
facilities at all times, and in such a manner, as necessary to comply with the effluent
limits specified in the respective NPDES Permit.
9. Construction of the sewers, pump station(s) and force main shall be scheduled so as
not to interrupt service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
10. 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 and the approved
plans and specifications. Mail the certification to the Department of Environment
and Natural Resources, Division of Water Quality, Non -Discharge Branch, 1617
Mail.Service Center, Raleigh, N.C. 27699-1617.
11. A copy of the approved plans and specifications shall be maintained on file by the
Owner for the life of the project.
12. Failure to. abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division of Water Quality in
accordance with North Carolina General Statute 143-215.6.
13. 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.
14. 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 of Water Quality 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.
15. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement wastewater collection facilities.
16. The Permittee shall provide for the lift stations and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved
per hour in the pump station.
b. An air relief valve located at all high points along the force main.
C. A screened vent for the wet well.
d. Fillets located in the wet well at the intersection of the flooring and sidewalls.
e. Three feet of cover (minimum) over the force main or the use of ferrous
material where three feet cannot be maintained.
f. Sufficient devices which will protect the pump station from vandals.
g. Flood protection if the pump station is located below the 100-year flood
elevation.
21. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone
No. 828-251-6208 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
either of the following:
a. Any process unit failure, due to known or unknown reasons, that render the
facility incapable of adequate wastewater transport such as mechanical or
electrical failures of pumps, line blockage or breakage, etc.
b, Any failure of a pumping station or sewer line resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such
station or facility.
Persons reporting such occurrences by telephone shall also file a written report in
letter form within 15 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.

Modified Permit issued this the 22nd day of May, 2001
NORTH CAROLINA ENVIR.ONMENTANMANAGEMENT COMMISSION
Kerr
Aion of Water Quality /
Authority of the Environmental Management Commission
Modified Permit No. WQ0017320

Modified Permit No. WQ0017320
Non -Discharge Permit
Town of Spindale
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the Town of Spindale Sanitary Sewer System serving the Annexation Area,
located in Rutherford County, hereby state that to the best of my abilities, due care and diligence
was used in the observation of the following construction:
Approximately 18,667 L.F. of 8-inch gravity sewer; approximately 4,500 L.F. of 4-inch
force main; one new pump station with dual 85 g.p.m. submersible pumps; one new pump
station with dual 120 g.p.m. submersible pumps; replacement of existing pumps at one
pump station with dual 250 g.p.m. submersible pumps; complete upgrade of one pump
station to include dual 450 g.p.m. submersible pumps; a fixed engine -driven generator; two
portable trailer mounted engine -driven generators; all electrical work associated with pump
stations; and all clearing, grading, and related appurtenances.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.
Mail this Certification to: DENR/DWQ
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617.

FAX NO,
B. P. 13APMER & ASSOCIATES, INC.
r N G IN E E R 5 P L ANNE R Sc - 5 U R V E Y n R 9
9601 G,REENVILLE HIGHWAY / SPARTANBURG, SOUTH CAROLINA z0301-5226
TELf'PHONE [phone] FACG1MII,F 5ei4 94C?•{ I J Q
29 December 2000
Non Discharge Permit Unit
NC DiE'PAMM + NT OF ENVM0NMENT AND NATURAL RESOURCES
1617 Mail Service Center
Raleigh, North Carolina 27699-161.7
RI-4: Permit No. WQ0017320
Town of Spindale _Annexation Area Sewer
Rutherford County
Dcar Sir/MWam:
To the best of my knowledge, information and belief construction for the above -referenced
project has been completed generally in accordance with the NMEM approved plans and
specifications, Enclosed is the completed NC DENR Engineer's Certification.
This certification is based upon full-time observation of construction and a final inspection for
design compliance by a representative of our office under my supervision.
With best re-a.rds,
la. P. BARB lii R & A ' C 18TES, INC.
011 in T. Hannah, PE
cc: Town of Spindale, Tun Barth
P. 01 /02
r ,,

FAX NO.
.E+ NGINEER's CF.RrIFICATION
P. 02/02
I, -:To 14 N 1 , 14 A N H A N , as a duly registered Professional En ineer in
the State of North Carolina, having been authorized to observe 11 time
the constniction ()fthe modifications and improvements to the Town of Spindale Collection
Systcm, located in Rutherford County hereby state that, to the best of my -abilities, due care and
diligence was used in the observation of the following construction;
Approximately 17,400 L,F. of 9-inch gravity sewer; approximately 4,500 LY. of 4-inch
force main; one new pump station with dual 85 9-p.m. submersible pumps; one new purnp station
with dual 120 g.p.m. submersible pumps, -replacement of existing pumps at one pump station
with dual 250 g.p.m.-submersible pumps; -complete upgrade of one pump station to include dual
450 g.p,m. submersible pumps; a fixed engine -driven generator; two portable. trailer.mounted
engine -driven generators; all electrical work associated with pump stations; and all clearings.
grading, and related appurtenances.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature Registration No. Z $ to
Date - L- da
Regarding Permit W00017320
Issued October 1, 1999
M it this Certification to the
DCNRIDWQ
Non Discharge Permit Unit
Water Quality Section
1617 Mail Service Center
Raleigh, NC 27699-I 617
r1

■ Complete items 1, 2, and 3. Also complete A. Signature
item 4 if Restricted Delivery is desired. X 4 El Agent
■ Print your name and address on the reverse i ❑ Addressee
so that we can return the card to you. B. Received by (Printed Name) C. Date of Deliver)
■ Attach this card to the back of the mailpiece,
� North Carolina Departme�iss different from item 1? ❑ Yes
Environment and Natural Reso*livery address below: ❑ No
2090 U.S. Highway 70, Swannanoa,fNc 20
NCDENR
JOHN LEWIS, TOWN MANAGER
TOWN OF SPINDAL- E'
103 REVERLY STREET 1r
SI?INDALE NC 28160
3 Se ice Type
jPF-6ertified Mail ❑ Express Mail
❑ Registered Return Receipt for Merchandise
❑ Insured Mail 19 C.O.D.
4. Restricted Delivery? (Extra Fee) ❑Yes
700.�;34 ajjaoo2jj7 4!I],1],+3I I II( III [ i it l[ it
PS Form 3811. February 2004 Domestic Return RecelDt 102595-02-M-154

UNITED STATES POSTAL SERVICE
• Sender: Please print your name, address
s.
ROY
`'• First -Class Mail
Postage & Fees Paid
LISPS
Permit -No. G-10
't�? �Cj"
jj
e,d
rr
,r
bt�r

N. C. DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
PHONE: [phone] FAX: [phone]
• �• � ,mod- �'Zm
FAX #: //- %Q- /(/D
FROM: I�CLS
DATE:
# OF PAGES INCLUDING THIS COVER:
MESSAGE: If questions, please call 828/251-6208.
e
1���

AUG-20-99 FRI 11:30 AN
FAX NO. P. 02
Thls form must be completed by the appropriate DEM regioxmi office and incladed as a part of the project
submittal warmatiom
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The Classification of the downslope surface waters (the surUwc watm that any overflow f m the facility would flow toward)
ia.wWC4 these sewers WM be Constructod must be dttumiaed by The appropriate 17EM regional office. Therefmt, ymt am
required, prlor to submittal or the application package, to submit this form, with items I through 7 completed, m
the apprnprlatc Division of Fnviro=eptal Management Regional Watar Quality Supervisor (see page g of. S). At a
'MmMuna, you must include an 8.5" by I1" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
Iac;atit+a of these sewers and the downslope sudact watuser in which they will be locatr.d, identify the closes% downslope
surface waters on the attached map copy. once the reglonal office Gas cottnpleted the elasstfwtlon,
reincorporate this vompieted page and the ,topographic map Into the complete application form and
subndt the application package.
I. Applicant (specify name of ibe municipality, carpo�tion, iadivltlual, etc.):
2. Namt & Complete address of engineering farm:
Telephone number: (
3. Project namc:
4. Name of closest dawmslope suzfac a waters:
S. Cotmty(ies) where sewers and surface waters are located
6- Map name and dace.
7. NCAvfessioual Engineer's Sea-, signature, and Date:
TO: REGIONAL WATER QUALITY SUPERVISOR
Please-proi4de me t+3lh-ihe-classin=on Of t►se watcrsbcd wfsmt-thete-sewcr$ will be ccwsmacted, as Identified on the attached
map segment
];~Tame OCsurf= waters: le .S e-
Classification (as esrabiishcd by the E11VlrD= nnV MMagement Cj5XLMl5sion):
Prcpomd CIaSSMICadon, if applicable /d e /f
Signature of regional ofce personnel:
FORM. GSPSA 06194 Page 5 of 9

CP L
MEMO TO: State Review Group Division of Environmental Management
Asheville Regional Office'
FROM: Forrest R. Westall, aW nal Supervisor 07/19/95
SUBJECT: Procedure Four (4
APN U.i S. 221 South State Review Group Permits & Engineering
Sewer Extensi
Rutherfordton,on Review Engineer Liz Kovasckitz
/ NC_ Regional Office —Contact Roger Edwards'��
Rutherford County
1) Name of wastewater treatment plant to receive the wastewater
Town of Spindale
2) WWTP design capacity 6.0 MGD
3) . NPDES.Permit No. NCO020664 Expiration Date 11/3.0/98
4) Compliance -Information:
Present treatment plant performance
for previous _12 months - beginning._06_ 94_
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
100,000 GPD
domestic
industrial, X
other
6) Volume from previously approved projects not yet tributary to
WWTP 0 GPD
7) Regional Recommendations: Approval X Denial
The Town of Spindale is conducting a toxicity reduction evaluation
(TRE) at this time. The addition of this industrial flow is not
expected to impact the facility based on the volume of flow and
review of the pretreatment permit issued by the Town of Spindale in -
April 19951

State of North Carolina
Department of Environment,
ealth and Natural Resources
D vision of Water Quality
ames B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
AM
E: >EHNF4
August 14, 1996
MR. JOHN LEWIS
RUTHERFORD CO
601 NORTH MAIN ST
RUTHERFORDTON, NORTH CAROLINA 28139
Dear MR.LEWIS:
Subject: Application No. WQ0012794
Rutherford Co -all Amer
Sewer/public
Rutherfford County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 12, 1996.' This application has been assigned the number listed above.
Your project has been assigned to Andy Oakley for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
;r
Be aware that the Division's regional office, copied below, must provi&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 Andy Oakley at [phone] extension 533. 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
INQUIRIES ON THIS PROJECT.
Sincerely, I n
Carolyn D. cCaskill
Supervisor, State Engineering Review Group
cc: Asheville Regional Office
Mcgill Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

FEMO
(D
TO:46011- EliotA -5
<2 DATE: 12Z
SUBJECT: 0
0 l_ n ` Z_-j `�-
4 i 5
i
C� Pf
l 1 C.CL'!'/ O v\, 10 Q U /5� (-J2 ✓�
J
From: ,e 64kLp�
North Carolina Department of Environment,,
Health, and Natural Resources
�(� Printed on Recycled Paper

ram.
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
-. GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. -GENERAL INFORMATION:
` 1" Applicant (corporation, individual, or other): Rutherford County ^
• V4J E`
CR j
2. Print Owners or Signing Official's Name and Title (the person who is, egalfy?
responsible for the facility and its compliance): John W. Lewis, County Manager_,
' K: Mailing Address: 601 North Main Street
-" City: Rutherfordton State• NC Zip: 28139
—'-- Telephone No.: 7( 04 ) 287-6060
" '4.--' 'Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
All American Homes, Wastewater Collection System
5. Application Date: -July 21 6. Fee Submitted: 5400
--.7..--- County where project is located: Rutherford
II: PERMIT INFORMATION:
1. Permit No. (will be completed by DEM.
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.
_ 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 X
public or private.
FORM: GSPS 4/91. Page 1. of 10

.. a
GRAVITY SEWER] �� \'_NSION & PUMP STATION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater.
% Industrial;
Domestic; 100 % Commercial;
% 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.:
Commercial
3. Indicate any parameter (and its.concentration) that will be greater than normal domestic
levels: NONE
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
--- - ensure protection of the receiving wastewater treatment facility?
N/A
- � 5: 'w Volume of wastewater generated by this project: 11, 25n gallons per day
6 ­ Explanation of how wastewater volume was determined:
450 Employees (MAX) X'25 gpd/employee = 11,250 gpd
IV. -DESIGN INFORMATION: . ' -
-- 1. Brief project description: Gravity line, pump station and force main for new
facility that builds modular homes.
__..2. Name of wastewater treatment facility receiving wastewater: Town of Spindale Wastewater
Treatment Plant
a. Facility permit no.: 000020664
b. Engineer should provide statement of his evaluation of downstream sewers to.
- accept the wastewater: -My, review concludes that the down stream
sewers are adequate,to accept the additional flow from
All American Homes Facility.
2 of 10

\f GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91) ,
' 3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below:
Dia.­ Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material . Factor Slope % Slope % Velocity (fps) Vel.(fps) 'Cover (in)
$ '-1,195 C-900 PVC .013 .413.81% 2 fps 6 fps 36
NOTE: The minimum velocity must not be less than 2 fps.
t For public sewers the minimum diameter is 8 inches.
4•. ; Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. - 36 feet separation for slopes of 21% to 35%;
b..24 feet separation for slopes of 36% to 50%;
• - c. 16 feet• separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended• that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified -
For any excessive slopes or velocities that will occur in any -sewer line segment, what
measures have been. taken to protect the sewer pipe and .manholes?
N/A
Maximum sewer reach length between manholes: 304 linear feet.
f.: • ' This sewer line segment occurs between manhole no. 5 and manhole no. 6 . .
7. Roes the owner/operator-have' the ability to clean this length? x Yes No.
- _.- 8. • Sewer subject to existing or planned traffic bearing loads? X Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
steel encasement -.25 wall thickness
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
i
3of10 .-

GRAVITY SEWER EJ, 4NSION & PUMP STATION
- PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: 0 GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) .100 ft. horizontal separation "from wells or other water supplies? 2L Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
_._._.__.._., sarutary sewer specified? X Yes _ No
c) 10 ft horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? X: Yes —No
13. Are manholes "subject to flooding?
,. 14. If yes, are manhole rim elevations 1 foot above 100-year flood level,
(100 ye flood elevation should be indicated on plans)
15.-- Or are manholes watertight and vented 1 foot above the 100-year
flood elevation C should be shown on plans):
_Yes X No
—Yes —No (N/A)
_Yes —No — (N/A)
16. Identify (by manhole number) those manholes that are vented: N/A
.17. Does this project involve any stream crossings? x yes _ no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and`station number where stream
crossings are located: Buried under stream bed utilizing ductile iron pipe
4 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4191)
V. PUMP STATION INFORMATION
1. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: unnamed .creek
3. Classification of closest downslope surface waters: (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
. , - - 5. What size pumps are provided? 85 GPM
6. _• How many pumps are provided? two
7. What is the maximum capacity of the pump station? 40,000 GPD
.,.:.-What is the design total dynamic head? 180 feet
-
=: = Y pumping Y g ? 4 cycles per hour
z; 9: How mancycles will occur at the design flow rate.
10.
Check if provided at pump station: '
Alternate Power Source
X
Wet Well Vented -with Screen
X
--- -
• Fillets in Wet Well
X
Check Valves and Gate Valves
X
-� -
Security Fencing
X
- -
- Lockable Wet -Well Cover
X
Area Light
X
110V Electrical Convenience Outlet
X
• Flood/Buoyancy Protection
X
High Water Alarm X Audible and
Visual X
Auto Dialer
% 7;
- w 11.
Summary of force main (by diameter size and pipe material):
Diameter
Length Pipe High Low
Minimum
Maximum Minimum
(Inches)
(Linear Ft) Material Elevation Elevation
Velocity(fps)
Vel.(fps) Cover (in)
4 in.
7,840 C-900 1,047 907
2
2 36
12. Are air release valves provided at all high points alon the force main (must be provided
where the elevation difference exceeds 10 feet)? Xg yes no
13. Is pump station subject to flooding? yes X. no. If yes, what measures are
being taken -to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump -stations downstream of this station? - yes X no
If yes,: the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

,i GRAVITY SEWER EX, sVSION & PUMP STATION
PAGE 6 (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: Unnamed tributory of Long Branch
Classification (as established by the Environmental Management Commission): "C"
Proposed Classification, if applicable: N/A
-: - Signature of regional office personnel: ( � %45T- Date: —g
--- INSTRUCTIONS TO ENGINEER
In order to determine 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 copy:
'Me application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): Rutherford County
- 2. Name and Complete Address of Engineering Firm: 55 Broad Street
City: Asheville.-- State: North Carolina, Zip: 28801
Telephone No. [phone]
3. Project Naive• All American Homes, Wastewater Collection System
4. Pump station design flow: 11.250 GPD; 17 Average. GPM
5. Name of closest downslope surface waters: Long Branch
'~ 6. County(s) where project and surface waters are located: Rutherford
Map name and date: Rutherford South
8. -North Carolina Professional Engineer's Registration No. 12809
9. Print Name of Engineer M. KEITH WEBB
10. Seal and Signature (specify date):
6 of 10

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (41911)
Asheville Regional WQ Super..
Washington Regional WQ Super.
59 Woodfin Place
P O Box 1507
Asheville, NC 28802
Washington, NC 27889-
704/251-6208
919/946-6481
,Jones
Avery Macon
• Beaufort
Buncombe Madison
Beane Lenoir.
Burke ' .• McDoviell
Camden Martin
Caldwell Mitchell
Chowan Pamlico
Cherokee Polk
Craven Pasquotank
Clay Rutherford
Cur iwck Perquimans
Graham Swain
Dare Pitt
Haywood Transylvania
Gates Tyrell
Henderson Yancy
Greene Washington
Jackson
Henford Wayne
-
Hyde
Fayetteville Regional WQ Super.
Mooresville Regional WQ Super.
Wachovia Building, Suite 714'
919 North Main Street.
Fayetteville, NC 28301
Mooresville, NC 28115
919/486-1541 _
704/663-1699
Anson Moore
Alexander Mecklenburg
Bladen Robeson
Cabatrus Rowan
Cumberland Richmond
Catawba Stanly
Harnett Sampson
Gaston Union
Hoke Scotland
Iredell Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8M5 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351 '.
Alamance
Rockingham
Alleghany
Randolph
Ache
Stokes
Caswell
Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Raleigh Regional WQ Super.
3800 Barrett Dr., Suite 101
Raleigh, NC 27609
919/733-2314
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Varna
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick New Hanover
Carteret Onslow
-Columbus Ponder
Duplin
7 of 10

GRAVITY SEWER El 1.NSION & PUMP STATION
~" PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. - One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal'or modification.
Y,
c: =Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
a. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
L An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8of10-

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: McGill Associates, P. A.
55 Broad Street
City: Asheville - State. NC
Telephone No.. [phone]
Professional Engineer's Certification:
Zip: - 28801
jKeith Webb , attest that this application for All American Homes,
Wastewater Collection System 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.
Print Name of Engineer M. Keith Webb
R
Seal and Signature (specify date): '•
Q �1
12809
F
•
Applicant's Certification: `#'''��-%%•��
attest that thikpa on for All American Homes,
PP
.Wastewater Collection.System
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.
, •h Signature Date ih q4
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHO ULD BE SEAT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE'BOX 29S35
5.12 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 9I9/733-5083

- r
f
GRAVITY SEWER E)�,-,1 SION & PUMP STATION
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY
NEW APPLICATIONS/
RENEWALS WITHOUT
MODIFICATIONS
MODIFICATIONS
> 1,000,000 GPD
Industrial
$400
$300
_. Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
.
Industrial
$400
$250
Domestic/Cooling Water
' $400
$250
-- -- 1,001 - 10,000 GPD
-- - Industrial •
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Family Dwelling
$240
$120
H
Sludge < or = 300 Acres
$400
$250
- - --- Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated)
$400
0
Sewer Extensions
(delegated)
$200
0
Closed -Loop Recycle
or Evaporative
$400
$200
NOTE: The Fees for Soil Remediation Projects- are
the same as. for - Sludges.
Under the Sewer- Extension. Fee, "delegated
to municipalities" applies
only. to. those governmental jurisdictions
that have specific delegation
review authority,
as granted by the
Division of Environmental
Management.
10 of 10

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
John W. Lewis, County Manager
County of Rutherford
601 N. Main Street
Rutherfordton, NC 28139
Dear Mr. Lewis:
I D FE
September 19, 1996
Subject:
Permit No. WQ0012794
County of Rutherford
All American Homes
Sewer Extension
Rutherford County
In accordance with your application.received August 12, 1996, we are forwarding herewith Permit
No. WQ0012794 dated September 19, 1996, to the County of Rutherford for the construction and
operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
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 you. If you need additional
information concerning this matter, please contact Andrew M. Oakley at [phone] extension 533.
cc: Rutherford County Health Department
,z:LA-shevi`l1e Regib-rf Office; Water-Quality_Seetion�
M. Keith Webb, P.E.; McGill Associates, P.A.
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely,
acu� �O
A. Preston Wward, Jr.,
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION 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
County of Rutherford
Rutherford County
FOR THE
construction and operation of approximately 1,195 linear feet of 8 inch gravity sewer, a 85 GPM pump
station with duplex pumps, high water alarms, portable generator connection, autodialer and
approximately 7,840 linear feet of 4 inch force main to serve 450 employees at All American Homes, and
the discharge of 11,250 GPD of collected domestic wastewater into the Town of Spindale's existing
sewerage system, pursuant to the application received August 12, 1996, and in conformity with the project
plan, specifications, and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
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. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system -shall be treated in the Town of Spindale's
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. 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 of Water Quality 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.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass ' discharge of
wastewater to the surface waters of the State.

7. 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. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. 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.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d . Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including -the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
704/251-6208, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b . Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report 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.
2

14. This permit shall become voidable unless the agreement between the Town of Spindale and the
County of Rutherford for the collection and final- treatment of wastewater is in full force and effect.
15. No flow shall be made tributary to the subject sewer. system permitted herein until the downstream
sewers (Permit No. WQ0011258) have been constructed and the engineer's certification has been
received and approved by the Division of Water Quality.
Permit issued this the 19th day of September, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston FNward, Jr., P.E.,I Director / Y
Division of ter Quality I .
By Authority of the Environmental Management Commission
Permit Number WQ0012794

Permit No. WQ0012794
September 19, 1996
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
4

ANTHONY HELTON
RUTHERFORD CO-U.S.
601 N. MAIN
RUTHERFORDTON, NC
Dear Permittee:
On August
the subject permit
follows:
221 SOUTH
28139
September 19, 1996
FSEP 2 5 1996 IDS
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0011258
RUTHERFORD CO-U.S. 221 SOUTH
RUTHERFORD COUNTY
15, 1995 the Division of Environmental Management issued you
. One of the conditions of the subject permit read as
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C., 27626-0535.
To date, our records show thin no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, MCGILL
ASSOC at [phone].. If the facility has not been constructed, please
contact the Asheville Regional Office at [phone], so that they can update
their records.

Thank you for your prompt attention to this matter.
Sincerely,
.sue
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
Asheville Regional Office

riew Group
ind Engineering Unit
..r 29535
Raleigh, NC 27626
From: Forrest R. Westall,
Water Quality Regional Supervisor,
Asheville Regional Office
Date: September 4, 1996
I
SUBJECT: Procedure Four (4)
APN WQ0012794 State Review Group Permits & Engineering
All American Homes Review Engineer Andy Oakley _
Rutherford County Regional Office Contact.Roger Edwards
1) Name of wastewater treatment plant to receive the wastewater
Town of Spindale j
WWTP design capacity 6.0 MGD
3) NPDES Permit No. NCO020664 Expiration Date 11/30/98
4) Compliance Information:
Present treatment plant performance
for previous _11 months - beginning 08495
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
11,250 GPD
domestic
industrial,
other , commercial 100 0
6) Volume from previously approved projects not yet tributary to
WWTP 100,000 GPD
7) Regional Recommendations:. Approval X Denial
The Town of Spindale is presently under an SOC for toxicity and
mercury. The discharge from All American Homes is domestic and is not
expected to,contribute.to the toxicity or mercury problem experienced at
the wastewater treatment facility.
0

ATTACHMENT A
EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS INTERIM (Summer; April 1-Octob
er 31)
Permit No. NCO020664
During the period beginning on the effective date of this Order and lasting until expiration,
the Permittee is authorized to discharge from outfall(s) serial number 001 into Hollands Creek.
Such discharge shall be limited and monitored by the Permittee as specified below:
Flow
BOD, 5-Day, 200C **
Total Suspended Residue
NH3 as N
Dissolved Oxygen ****
Fecal Coliform
(geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen
(NO2+NO3+TKN)
Total Phosphorus
*****
Conductivity
Cadmium
Chlorides
Chromium
Cyanide
Lead
Nickel
Copper
Zinc
Silver
Discharge Limitations
Monitorin Re uirements
Monthly
-_
Ava. Weekly Avg. Dail Max
- — Y
Measurement
Frequency
Sample
Type
*Sample
Location
6.0
27.0
MGD
mg/1
Continuous
Recording
I or E
*** 30.0
mg/l 45.0 mg/1
Dail
Dail
Composite
Composite
E,I,U,D
8.0
mg/1
Y
Daily
Composite
E, I
E,U,D
200.0/100
ml 400.0/100 ml
Daily
Daily
Grab
Grab
E,U,D
E,U,D
Daily
Grab
E
Daily
Grab
E,U,D
Quarterly
Composite
E
Quarterly
Composite
E
2.8
ug/1
*
Weekly
Composite
Composite
E,U,D
E
2/Month
Composite
E
69.0
ug/1
Weekly
Composite
E
6.9
ug/1
Weekly
Grab
E
34.0
ug/1
Weekly
Composite
E
only
uct/1
Daily
Com osite
I E
121.0
ug/l
Weekly
Composite
E
Weekly
Composite
E
Weekly
Composite
E
2/Month
Composite
E
* Sample locations: E-Effluent, I -Influent, U-Upstream at SR 1547, D-Downstream at SR 1548.
Upstream and downstream samples shall be grab samples. Stream samples shall be collected three
times per week during June, July, August and September and once per week during the remaining

*Sample locations: E-Effluent, I -Influent, U-Upstream at SR 1547; D-Downstream at SR 1548.
Upstream and downstream samples shall'be grab samples. Stream samples shall be collected three
times per week during June, July, August and September and once per week during the remaining
months of the year.
** The monthly average effluent BOD5 concentration shall not exceed.15o of the respective influent'
value (85o removal)..
*** The monthly average effluent Total Suspended Residue concentration shall influent value (65% rnot exceed 350 of theemoval).
****.The daily average dissolved oxygen effluent concentrations shall not be less than 6.,0 mg/J.
***** Quarterly full -range Chronic Toxicity (Ceriodaphnia) monitoring only March, June, September,
December. See Attachment B.
The pH shall not be less than 6.0 standard units nor greater than 9.0-standard units and shall be
monitored daily at the effluent by grab sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
J;�i.

GKEX88/MP
09/04,
COMPLIANCE
EVALUATION
ANALYSIS REPORT
PAGE
PERMIT--NC0020664
PIPE--001
REPORT
PERIOD:
9508-9607
LOC --- E
FACILITY--SPINDALE
WWTP,
TOWN OF
DESIGN FLOW--
6.0000
CLASS--4
LOCATION--SPINDALE
REGION/COUNTY--01
RUTHERFORD
50050
00310
00530
00610
31616
50060
00300
TGP3B
MONTH
Q/MGD
BOD
RES/TSS
NH3-N
FEC COLI
CHLORINE
DO
CERI7DPF
LIMIT F
6.0000 F
27.00
F 30.0
8.00
F 200.0
NOL
NOL
95/08
4,4000
7.27
16.3
.26
55.8
46.956
6.90
95/09
4.0033
5.96
18.1
.00
38.0
.000
6.93
95/10
4.0064
5.73
14.2
.38
48.6
114.090
7.25
LIMIT F
6.0000 F
30.00
F 30.0
NOL
F 200.0
NOL
F 5.00
95/11
3.0666
7.29
21.4
.05
36.4
99.000
LIMIT F
6.0000 F
30.00
F 30.0
NOL
F 200;0
NOL
NOL
NOL
95/12
2.4129
7.31
25.9
.00
21.3
166.842
8.08
1
96/01
2.9192
11.70
25.8
.00
102.3
46.500
7.74
96/02
2.7103
8.28
26.9
.01
432.9F
34.285
8.00
96/03
2.7225
8.18
33.3F
.00
43.3
152.380
7.74
2
LIMIT F
6.0000 F
27.00
F 30.0
8.00
F 200.0
NOL
NOL
NOL
96/04
2.9300
8.01
36.3F
.00
35.5
150.952
7.66
1
96/05
2.4840
10.09
35.1F
.60
65.8
97.272
6.80
96/06
2.7133
8.22
23.4
.18
29.4
92.000
6.77
AVERAGE
3.1244
8.00
25.1
.13
82.6
90.934
7.38
1
MAXIMUM
7.5000
23.00
66.0
4.10
6000.0
1000.000
9.70
2
MINIMUM
.5000
2.10
7.5 LESSTHAN
LESSTHANLESSTHAN
6.00
1
UNIT
MGD
MG/L
MG/L
MG/L
r/100ML
UG/L
MG/L
PASS/FAI

ppp/MP
COMPLIANCE
EVALUATION
ANALYSIS
09/04/96
REPORT
PAGE 2
PERMIT--NC0020664
PIPE--001
REPORT
PERIOD:
9508-9607
LOC---E
FACILITY--SPINDALE WWTP,
TOWN'OF
DESIGN FLOW--
6.0000
CLASS--4
LOCATION--SPINDALE'
REGION/COUNTY--01
RUTHERFORD
00010
00095
00400
00600
00665
00720
00940
01021
MONTH
TEMP
CNDUCTVY
PH
TOTAL N
PHOS-TOT
CYANIDE.
CHLORIDE
CADMIUM
LIMIT
NOL
NOL
9.0 6.0
NOL
95/08
29.83
22'65.2
7.8-7.0
7.8000.
463.75
.0000
LIMIT
NOL
NOL
9.0 6.0
NOL
NOL
NOL
95/09
27.38
2240.0
7.6-7.4
6.400
4.8000
3.7500
443.25
33.0000
95/10
24.34
2368.1
7.7-7.3
7.0000
236.66
.2857
LIMIT
NOL
NOL
9.0 6.0
NOL
NOL
NOL
95/11
20.81
2400.0
7.8-7.2
3.2500
540.25
6.5000
LIMIT
NOL
NOL
9.0 6.0
NOL
NOL
NOL
95/12
19.82
2515.7
7.7-7.3
8.300
3.9000
4.5000
611.66
.0000
96/01
19.18
2310.0
8.2-7.3
1.12000
565.60
.0000
96/02
19.77
2138.0
8.1-7.6
3.2500
477.33
.0000
96/03
20.68
2723.8
7.9-7.2
3.300
3.5400
1.6666
751.66
.0000
LIMIT
NOL
NOL
9.0 6.0
NOL
NOL
NOL
96/04
.24.64
2571.4
7.8-7.4
2.2000
640.76
.4000
96/05
29.95
2509.0
10.0-7.3F•
1.5000
648.22-
.7500
96/06
28.31
2615.0
7.7-7.3
8.700
5.4100
3.0000
695.15
.0000
AVERAGE
24.06
2423.2
6.675
4.4125
3.5560
552.20
3.7214
MAXIMUM
40.50
3500.0
10.000
8.700
5.4100
24.0000
973.00
132.000'0
MINIMUM
12.80
1100.0
7.000
3.300
3.5400
2.0000
170.00
UNIT
DEG.0
UMHOS/CM
SU
MG/L
MG/L
UG/L
MG/L
UG/L

GKEX88/MP
09/04,/ ..
COMPLIANCE
EVALUATION
ANALYSIS
REPORT
PAGE 3
PERMIT--NC0020664
PIPE--001
REPORT PERIOD:
9508-9607
LOC --- E
FACILITY--SPINDALE WWTP,
TOWN OF
DESIGN FLOW--
6.0000 CLASS--4
LOCATION--SPINDALE
REGION/COUNTY--01
RUTHERFORD
01034
01042
01051
01067
01077
O1092
71900
MONTH
CHROMIUM
COPPER
LEAD
NICKEL
SILVER
ZINC
MERCURY
LIMIT
NOL
NOL
NOL
95/08
.0000
73.2000
1.2000
.0000
.2000
144.2000
.0800
95/09
.0000
107.5000
.0000
.0000
.0000
104.2500
.1750
95/10
.0000
73.5714
2.1428
.0000
.0000
122.85711
1.5571
LIMIT
NOL
NOL
NOL
95/11
5.2500
75.7500
1.2500
.0000
.2500
196.2500
1.1000
LIMIT
NOL
NOL
NOL
95/12
.0000
65.5000
.0000
.0000
.0000
162.5000
1.0000
96/01
.0000
66.6000
.0000
.0000
.0000
124.6000
.2250
96/02
1.5000
67.2500
3.5000
1.2500
.0000
147.0000
.0500
96/03
2.3333
67.0000
12.1666
.0000
.0000
113.6666
.0307
LIMIT
NOL
NOL
NOL
i.i-'00
88.4000
2.4000
.0000
.0000
95.6000
.0450
=
-+-
t ; • -75001
3.2500
1.7500
.0000
96.0000
.1454
.0000
110.5000
.0600

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A.. Preston Howard, Jr., P.E., Director
Mr. Anthony Helton
Rutherford County
601 North Main Street
Rutherfordton, North Care
Dear Mr. Helton:
August 15, 1995
e
Subject:
Permit No. WQ0011258
County of Rutherford
US 221 South
Sewer Extension
Rutherford County
In accordance with your application received July 3, 1995, we are forwarding herewith Permit No.
WQ0011258 dated August 15, 1995, to Rutherford County for the construction and operation of the
subject wastewater collection extension.
This permit. shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
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 you. If you need additional
information concerning this matter, please contact Rick Moore at [phone] ext. 527.
cc: Rutherford County Health Department
cAshevillee egio` n�Ia Office, Water Qual%t Section}
McGill Associates, P.A.
Sincerely,
A. Prest Howard, Jr., P.E.
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter;*143, General Statutes of North Carolina as
amended, and other applicable Laws; JRul'es;_and.Regulations
PERMISSION IS HEREB�GR TO
County of �utherfor-d
Rutherfordatny=. '.
FOR THE
construction and operation of approximately 915 linear feet of 8 inch gravity sewer to serve a textile plant
and the discharge of 100,000 GPD of collected industrial wastewater into the Town of Spindale's existing
sewerage system, pursuant to the application received July 3, 1995, and in conformity with the project
plan, specifications, and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Spindale
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. 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 of Environmental Management 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 an&may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7. 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. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. 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.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville 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 either of the following: '
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 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.
13. This permit has allowed for a wastewater discharge of 100,000 GPD from the industry. The
discharge from the industry must not exceed 100,000 GPD without first applying for a permit
ammendment to increase the flow.
14. The discharge of the wastewater from the industry must comply with the pretreatment permit
issued by the Town of Spindale.
15. This permit shall become voidable unless the agreement between the Town of Spindale and
Rutherford County for the collection and final treatment of wastewater is in full force and effect.
2

Permit issued this the 15th day of August, 1995
COMMISSION
A. Presto oward, Jr., PIE., Director II
Divisionof/Environmental Management V
By Authority of the Environmental Management Commission
Permit Number WQ0011258

Permit No. WQ0011258
August 15, 1995
ENGINEER'S CERTIFICATION
I, , as, a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was 'used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.
4

_.,.ate of North Carolina
Department of Environment,
Idealth and Natural Resources
Division of Environmental Manage
James B. Hunt, Jr., Governor
Jonathan B. Howes,, Secretary
A. Preston {-toward, Jr., P.E., Di
July 5, 1995
MR ANTHONY HELTON
RUTHERFORD COUNTY
501 N. MAIN STREET
1? UTHER1iORDTON, NORTH CAROLINA 28139
Suhject: I�a�Isiicatiun =1� u. t_ 0I1258
U.S. 221 South
rs-
Rutherford County
Dear MR HELTON:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 3, 1995. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER. QUALITY NUMBER WHEN MAKING
:NNW RES ON THIS. PROJECT. °
Four Prolect:li'asbeen.assigned to=Liz Kovasek tz fora detailed engineering review. Should there be any.,
questions concerning`your project,At "reviewer will contact you with an additional infonnation letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional. Supervisor or a Pr`ocedure Four Evaluationl,for this project, prior to final action by the
Division.
mod.
If you have any questions, please contact Liz Kovasckitz at [phone] extension 516. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly...
Please reference the above application number when leaving a message.
Sincerely,
UL�
Carolyn McC till
Supervisor, State Engineertna a
cc:. i' l i ..h :egional�Of4fi'ce '�
McGill Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of.EnVironment, Health, and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
Io GENERAL INFORMATION:
I.- Applicant (corporation; individual; or other): Rutherford County
2. " Print Owners or Signing Official's Nane and Title (the person who is legally
responsible for the facility and its compliance): Anthony Helton
3. Mu ne Address: but Norttm Main
City: Rutherford -ton State: Now Carolina Zip: 28139
Telephone No.: ( 704 1 - 287-6085
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
U.S. 221 South Sewer Line Extension
5. 'Application Date: 04-27-95 6. Fee Subrmned: S 400.00
7. . County where project is located: Rutherford
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): W,Q-00 It LJ l�
2. Specify -whcthcr project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pes. 42, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submined as a result of a renewal or modification to an
existing permit, list the existing permit number N/A and issue date
4. SDocifv whether the applicant is X public or private.

G RA' -Y SEWER Ek
PAGr- 4 (4/91)
U1. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. % Domestic; % Commercial;
100 % 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, apanments, etc.:
Industrial
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels:
4. if wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
S. Volume of wastewater generated by tl:is project: 100,-000 gallons per day
6: Explanation of how wastewa 6i volume vas deter, rm ted: wastewater volume was
,determined by the industry generating the wastewater. See attached
letter from Town of Spindale.
IV. DESIGN LRFORMATION:
1. Brief project description: 914. 86 LF of Ductile Iron Sewer Line
2. Name of wastewater treatment facility receiving wastewater. Town of Spindale
a. Facility permit no.:
-NC0020664
b. Engineer should provide statement of his evaluation of downstream sewcrs'to
accept the wastewater: _Proposed sewer sine will tie to existing sewer
pump station. The plump station force main and downstream gravity
sewer have adequate capacity to receive and handle the proposed
additional f low. - .2 of 6

_ 'yP/�/: .•I� �- 1. r t �.?••fA'J: '•:S't'�d:•••n:.- t - _ .. L 7- I ��S
! •'• f .�6 r tt '�''...
* .. v. ... _ .. _... .. .....
GRAVITY SENVER EXTENSION
PAGE 3 (4191)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Lc-ngth Pipe C or'N ?+tin. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope io Slope % Velociry (fps) Vel.(fps) Cover (in)
8 914.86 DI :013 .40 7.0 2.32 8.48 32
® ,
NOTE: The minimum velocity trust not be less than 2 fps:._
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided foi•`sewers with slopes greater than, 20 %. The anchor.
spacing shall. br as follows: .
a.- 36 fit separation for slopes -of 219k to 36%;
b. 24 feet separation for slopes of 36% to 60%;
c.. 16 feet separation for slopes of 60% and heater.
For velocities greater than 13 fps, it is strongly. recomimende•d .that measures be
considered which will protect the sewers.and manholes 'from - rzosion:_ For velocities
grrztc�r thati 20 fps, erosion control:mez ures must be spe cine3
For any excessive slopes or velocities'that will oxur in, any sewer line sc;�ent, what
meaz es have been tzl:en to protect the sewer t ix and nanholes?
N/A
6. Ml ezx*Lmum sewer reach length between manholes: 357 linear feet
6.. This sewer line segment co== between manhole no. 4 and manhole no. 5
7. Does the owner/operator have the ability to clean this length? X Yes NO.
8.. Sewer subject to existing Or planned traffic b--mrno loads? X Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
Steel encasement under.traffic loading.,,.
t.
9. Outside drop manholes arc pro%jdrd where invtn separations exceed: 2.5 feet.
10. ldentify (by manhole number) those manholes that have drop connections: Tone
;, ;

:t: .i �.i••3. r: �: •ry.�!';\• •y7�y-5•:4:4'.v:'
. .......... .. ......._............................. , ..:......_..._._..__.,..:GRAVITY SENVER
PAGE 4 (4/91)
IL lAaximum allowable iAltratiordexfiltration test rate:
Noic: %lust not exceed 200 GPD/ pipe diain./ mile. 100 GPD/
12. Minimum separation disiances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x Yes — No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? X Yes —No
e) 10 ft_ horizontal separation from water mains or 18 in. vertical
separation (%vatcr over sewer) or ferous pipe specified? x Yes _ No
13. Are manholes subject to flooding? _Ycs x No
14._ If yes, are manhole rim cicvations' 1 foot above 100-year flood level, -_ Yes No
(100 year flood elevation should be indicaicd onplans)
15. Or arc manholes water6ght and vented 1 foot above the 100-yeas_
flood elevation (should be shown on plans): _Yes _ No
16. Idenify (by manhole number} those manholes tharare vented: . - None
17. Does this project involve any stream crossings? = yes x no.' If yes, what precautions
or special features have been utilized to- ensure prommiori of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where s?czn
crossings are located:
THIS .APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL A'LANAGE]NIENT, UNLESS ALL OF
THE APPLICABLE ITEMS ARE LNCLUDED WITH THE SUBMITTAL
Required Ferns
a. One original and three copies of the completed and appropr-:ately cxccuied application forte.
b. Three sets of detailed plans and specifications signed and scaled by a Norih Carolina
Professional Engincer..The plans must include a general location• map; a plan tiZcw of the
sewer extension, a profile -of the sewer extension, and must show the proximiry of the
sewer extension to other utilities and narx-0 features. Specifications may be otnired for
delesated authorities. Each sheet of the plans and the first page of the specifications must be
-si ned and scaled. Three copies of the existing permit if a renewal, or modification.
c. The appmpriatc permit pra.essina fec, in accordance with 1SA NCAC 2H .0205(c)(S)
d. If the owner/authorim of. the wastewater treatmint facility (W TF) that will be accepting
the wastewater flow from thi=tT/?Utho-,ity
is different from the applicant of the project, then a
letter must be pro»ded from of the WVTIF specifying the volume of
flow that urill be accepted. The letter should be a.recent Iener and should refer to the project
by the same name as that identified.on the application and the plans/specifications.
C. An Operational Agreement (original and two copies) must be submitted if the scwtr
extension %.rill be sen•ing single family residences, condominiums, mobile homes, or'toAm
houses and if the'subjw, sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4of6

GRAVITY SEWER EXTENSION
..PAGES (4/91)
Dame and Complete Address of EnQinecring Film: nkrsii �- ghzg p_A_
55 woad Stet
City: Asledlle State: Zip: 28754
Telephone No. 704/252-0575
Professional Engineer's Certification:
I, M Beith Wghb, P.E. , attest that this application for the US 221 Ssa-r
in Ridmn ,rd Cbunty 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 prepm-md in accordance with the applicable regulations. Although certain
portions of this submittal package,may have been developed by other professi6nals, inclusion of
these- materials under my signature and sea] signifies that I have reviewed this mate-ial and' have
judged it to be consistent %ith the proposed design.
North Carolina Professional Engineer s Registi anon No. .
Print Name of Engineer- M- Keith Webb, P.E.-- .
Sea]. and S. gran-c (spccuy date):
Applicant's Certification:
L kitb=r T-1-Itm , anest that this application for the LE 221 Saar
in Rid arty
has been re-7ew6d'by me and is accrue and compltie. to the best of my 1mowledge. I understand
that if all required pa-:s of this application are not completed and that if all required supporting
infot�nation and attacl'lme is are not incl ', this application package will be returned as
incomulete.
Signature Date �r
THE COI►; PLETED APPLIC.4T10.N' PACKAGE, IA'CLUDING ALL SUPPORTING .
INFORMATION AND AIATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
?FORTH CAROLINA M11SION OF ENVIRONM. ENTAL MANAGEMENT
WATER QUALITY SECTIO;!
PERMITS AND ENGL;-EERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE ,NU7,4BER 9.191733-5083

GRAVITY SE
PAS_ r� (4/91;
PERMIT APPLICATION PROCES51NG F1
(effective October 1, 1990)
CATEGORY
NTEW APPLICATIONS/
MODIFICATIONS
RENEWALS WTrHOUT
MODIFICATIONS
> 1,000,000 GPD
'
Industrial
: 54.00
S300
Domestic/Cooling Water
S400
S300
10,001 _ 1,000,000 GPD
_ -... Industrial - - _
_
_ :.
- a _ . , S254
_ .S44D,
S400 __=- - ;.: _
:
- 5250 - - -
1,001 - 10,000 GPD
. Industrial
-
5400
5200
Domes&JCooling Watt: -
-
— S400 - : -- _ _ _
: - ')OD--::
< or = 1,000 GPD and
- Single Family Dwelling
S244
S.12G
Sludge < or = 300 Acres
Sludge > 300 Acres
Sewer Extensions.
(nondelegamd)
Sewer Extensions
(delegated)
Closed -Loop Recycle
or Evaporative
$4W
S400
S400
5200
S400
S2Z
S250.
0
Q
S200
l
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" .applies
only to those governmental 'jurisdictions t_ hat h2ve specific delegation '
review authority, as granted by the Division of Environmental
Management.
6of6

{`Y NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
January .19, 1999
Mr. John T. Hannah
B.P. Barber & Associates, Inc.
9601 Greenville Highway
Spartanburg, SC 29301-5226
Subject: Permit No. WQ0015817
St. Helena Street
Sewer - Public
Town of Spindale
Rutherford County
Dear Mr. Hannah:
The Asheville Regional Office has accepted your signed and sealed
engineering certification with as -built plans for Permit number WQ0015817,
project named St. Helena Street, Town of Spindale. Should you have
questions or wish to discuss this matter in more detail, please do not, hesitate
to contact me at telephone number 828/251-6208.
Sincerely,
Roger C. Edwards
Wastewater Consultant
xc: Forrest R. Westa#I
Non -Discharge Permitting Unit
INTERCHANGE BUILDING, 59 WOODFIN PLACE, ASHEVILLE, NC 28801-2414
PHONE[phone] FAX828-2S1-6452
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50`Yo RECYCLED/10% POST -CONSUMER PAPER

State of North Cara
Department of Environment
and Natural Resources
1� Division of Water Quality
James, B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E.; Director
John T. Hannah
B.P. Barber & Associates, Inc.
9601 Greenville Highway
Spartanburg, SC 29301-5226
Dear Mr. Hannah:
Ar41
D E N R
January 13, 1999
IJI,IA-�
1 IVN 1 q I999
Subject: Permit No. WQ0015817
St. Helena Street
Sewer- Public
Rutherford County
The division's Regional/Program Management Coordination Branch has received
your signed and sealed certification with as builts. This will be forwarded on to the
Asheville Regional Office for approval. ,
If it would be helpful to discuss this matter further, I would suggest that you
contact the Water Quality Regional Supervisor at the Asheville Regional Office at
[phone].
S' cerel
n Palumbo, E.I.T.
Environmental Engineer
cc: Asheville Regional Office, Water Quality -Section,
Central -Files
Tim Barth, Town Manager, Town of Spindale
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

Permit No. WQ0015817
September 10, 1998
ENGINEER'S CERTIFICATION
Partial X Final
I, rcTbhn T . Hannah , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe fficA1Ae*- full time) the construction of the
Town of Spindale
project, St. Helena Street Sewer , Rutherford County for the
Project Name Location and County
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.obsetved to be built within substantial compliance of this
permit, the certificate of coverage, the North Carolina Gravi Sewer,Minimur
supporting materials
Signature Registration
Date 12-17-
The above Engineer's Certification must be completed and submitted to the
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
�trQ �` S �i10ii
'VA-rER
PoV
z2219;b
Non_piscbarge Qermitt %
3

0
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
Tim Barth, Town Manager
Town of Spindale
P.O. Box 186
Spindale, NC 28160
Dear Mr. Barth:
September 10, 1998
Subject: Permit No. W00015817
Town of Spindale
St. Helena Street
Wastewater Collection System
Rutherford County
In accordance with your application received September 1, 1998, attached is Permit No.
WQ0015817, dated September 10, 1998, to the Town of Spindale for the construction and operation of
the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject to
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1996 and the attached 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 for the
construction and operation of approximately 1,520 linear feet of 8 inch gravity sewer to serve 5 homes -at
the St. Helena Street Sewer Extension, and the discharge of 1,800 GPD of collected -domestic wastewater
m
into the Town of Spindale's existing sewerage system, pursuant to the'application received September 1,
1998,_and in conformity -with the North Carolina Gravity Sewer Design,Cnteria.
The sewage and wastewater collected by this system shall be treated in the Town of Spindale
Wastewater Treatment Facility (NPDES Permit No. NC0020664) prior to being discharged into the
receiving stream.
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 North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 21611-7447. Unless such demands are made this permit shall be final and binding.
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.
P.O. Box 29535, Raleigh, North Carolina 21626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ l o% post -consumer paper

If you need additional information concerning this matter, p ase contact "J'a`n A-r-MOM at
[phone] extension 524.
Sincerel , '
,,A. Preston Howard, Jr., P.E.
cc: Rutherford County Health Department
Asheville Regional Office, Water Quality Section
BP Barber & Associates, Inc.

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
GRAVITY SEWER COLLECTION SYSTEMS PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of the Division of Water Quality Gravity Sewer Design Criteria adopted February 12,
1996.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. 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 of
Water Quality (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.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the existing
utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State.
6. Upon completion of construction and prior to operation of this permitted facility, a certification
and a copy of the record drawings (i.e., as constructed plans) must be received from a professional
engineer certifying that the permitted facility has been installed in accordance with the Division of
Water Quality Gravity Sewer Design Criteria adopted February 12, 1996, 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. A copy of the record drawings,
indicating the facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Certification and one (1) copy of the "Record Drawings" to the Non -Discharge
Permitting Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
7. A copy of the Record Drawings shall be maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
8. Failure to abide by the conditions and limitations contained in this general sewer permit or the North
Carolina Gravity Sewer Design Criteria may subject the Permittee to an enforcement action by the
Division, in accordance with North Carolina General Statute 143-215.6A to 1437215.6C.
9. In the event. that the, facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Perrittee shall take immediate`corrective acj66n, including"these-as" may be required by
this Division, such as the construction of additional or replacement wastewater collection facilities.

10. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b . Any failure of a sewer line resulting in a by-pass directly to receiving waters without treatment of
all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report 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.
Permit issued this the th day of September, 1998
NORTH C OLINA NTAL MANAGEMENT COMMISSION
-A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015817
7

Permit No. WQ0015817
September 10,1998
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, for the
Project Name _ Location and County
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.bebuilt within substantial compliance -of this
permit, the certificate of coverage, the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materials.
Signature Registration No.
Date
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete�.and allowed to operate until this Engineer's Certification and the
"Record- Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be'considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
3

1 State of North Carolina
Department of Environment, Health and NIre ral Resources
Division of Environmental Management
NON -DISCHARGE PERMIT APPLICATION„�,,�
GRAVITY SEWER COLLECTION SYSTEM`:,®
This form may be photocopied for use as an•original. Pump Stations, force maing� d lo�v ssuureysewers
(including S.T.E.P. systems) are not to be included as part of this applica*io.n pace.
- Any changes made to the content of this form shall not be allowed and w ll,.result in the
application being returned.
This application will not be accepted by DEM unless all „of the applicable items are included
with. the submittal.
I. REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of application requirements by signing your initials. in the space provided
next to each item.
Applicant's Initials
1. One original and one copy of the completed and properly executed application form.
2. The appropriate permit processing fee, in accordance with 15A NCAC 214.0205(c)(5). The fee fox
sewer extensions is $400. The fee for sewer extensions by partially delegated municipalities
(applies only to those governmental jurisdictions that have specific delegation review authority,
as granted by the Division of Environmental Management) is $200.
3. If the owner/authority of the wastewater treatment facility (WWTF) and/or collection system that will
accepting the wastewater flow from this project is different from the applicant of the project, then 'a letter(s)
must be provided from the owner/authority of the WWTF and/or collection system specifying the'
volume of flow that will be accepted. The letter(s) should be recent (within one [1] year) and should
refer to the project by the same name as that identified on the application and the plans/specifications.
4. If the application is being submitted in the name of a privately owned public utility, written
documentation must be submitted from the Utilities Commission which demonstrates that the utility
is authorized to hold the franchise for the area to be served. In the case of contiguous service areas,
written documentation must be provided from the Utilities Commission acknowledging these areas
are covered under an existing franchise.
5. One original and two copies of a properly executed Operational Agreement must be submitted if the
sewer extension will be serving single family residences, condominiums, or town houses AND if the
subject sewer extension is owned by the individual residents, a homeowners association, or a developer.
II. PERMIT INFORMATION: SOC Project: Yes No.
1. Application Number (will be completed by DEM):
2. Specify whether project is: x new modification.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
existing permit number and permit issue date
4. Specify whether the applicant is: x public private.
5. Application Date: 8/ 2 4/ 9 8 6. Fee Submitted: $ 4 0 0 .0 0
7. County(ies) where project is located: Rutherford
8. Applicant's Name (Please specify the name of the municipality, corporation, individual, etc.):
Town of Spindale
FORM: GSPA 02/96
Page 1 of 4
1,400 copies of this document were printed at a cost of S117.32, or $0.084 per copy.
11

III. GENERAL INFORMATION:
1. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Tim Barth, Town Manager
2. Mailing address: PO Box 186
City: Spinale State: NC Zip: 28160
> Telephone Number. ( 704 ) 2 8 6 —3 4 6 6
3. Project Name (Please specify the name of the subdivision, facility, or establishment. The name should be consistent with
the project name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
St. Helena Street Sewer Extension
IV'. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic/Commercial % Industrial
Other if ;
2.- 'Volume of wastewater generated by this project: 1$ 0 0 gallons per day.
3. Explaiiatiodof how wastewater volume was determined: _ _ 5: • re-sidenc e'8'-:' at 360, gallons -
per 'day- _. 1.8*00'�gpd ,.}:.
4. Name of wastewater treatment facility- receiving wastewater. Town -of -Spindale [R[aTP
Owner of wastewater treatment facility. - Town of Spindald
Facility Permit Number. NC00 20664
or WQ —
5. ' Indicate any, parameters (and their concentrations) which will be greater than normal domestic levels:
6: If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection .of the receiving
wastewater treatment facility?
7. If a pretreatment permit is required, has one been issued?
the pretreatment permit. If No, when will one be issued?
Yes No. If Yes, please attach a copy of
f
FORM: GSPA 02/96 Page 2 of 4

VI. CERTIFICATIONS:
Name and Complete Address of Engineering Firm:'`"" RP RarhPr 9AG�nr;a+ear Tnc
9601 Greenville,Hwy.—
City: Spartanburg State: Sc Zip: 29301
Telephone Number. ( 864 ) 9 4 9 —1111
Professional Engineer's .Certification:
I, John Hannah , attest that this application for
St: Helena Street Sewer Extension
has been reviewed by me and is accurate and complete. I further attest the proposed design has been prepared in accordance with the
applicable regulations and the North Carolina Gravity Sewer Minimum Design Criteria adopted February 12, 1996. Although certain
portions of this submittal package may have been developed by other professionals, inclusion o these materials under my signature
and seal signifies that I have reviewed this material and have judgeVwN 'scent with the ro sed design.
North Carolina Professional Engineer's Seal, Signature, and �%CAROI
AppIicant's Certification:
I, Tim Barth , attest that this application for
St. Helena Street Sewer Extension
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. Upon approval and completed construction, I will operate this system in accordance with the
North Carolina wastewater collection permit requirements.
Signature;
Date
.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
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
f
FORM: GSPA 02/96 Page 4 of 4

V . DESIGN INFORMATION:
1. Summary of GRAVITY SEWER to be permitted, by diameter and length:
Diameter inches Len (linear feet
8 1520
,2. Are there any sections of the Gravity Sewer Minimum Design Criteria or 15A NCAC 2H .0200 with which the subject
wastewater collection system will not be able to comply? Yes X No. If Yes, please identify and explain:
IMPORTANT:
If you responded Yes to question V.2 above, the completed application package,
including two (2) conies of D1a, ns.snecifications. supporting information and
any other materials, should be submitted for an individual permit.
FORM: GSPA 02/96
Page 3 of 4

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
Tim Barth, Town Manager
Town of Spindale
P.O. Box 186
Spindale, NC 28160
Dear Mr. Barth:
September 10, 1998
j SEP
,rtlry,S�
Subject: Permit No. WQ00158171
Town of Spindale
St. Helena Street
Wastewater Collection System
Rutherford County
In accordance with your application received September 1, 1998, attached is Permit No.
WQ0015817, dated September 10, 1998, to the Town of Spindale for the construction and operation of
the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject to'
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1.996 and the attached 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 for the
construction and operation of approximately 1,520 linear feet of 8 inch gravity sewer to serve 5 homes at
the St. Helena Street Sewer Extension, and the discharge of 1,800 GPD of collected domestic wastewater
into the Town of Spindale's existing sewerage system, pursuant to the application received September 1,
1998, and in conformity with the North Carolina Gravity Sewer Design Criteria.
The sewage and wastewater collected by this system shall be treated in the Town of Spindale
Wastewater Treatment Facility (NPDES Permit No. NC0020664) prior to being discharged into the
receiving stream.
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 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.
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.
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

1
If you need additional information concerning this matter, p ase contact Jan Arnold at
[phone] extension 524.
Sincere ,
/—A. Preston Howard; Jr., P.E.
cc: Rutherford County Health Department _
Ashevill_' e-Regional-Off ce, .Water Quality -Section
BP Barber & Associates, Inc.

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
GRAVITY SEWER COLLECTION SYSTEMS PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of the Division of Water Quality Gravity Sewer Design Criteria adopted February 12,
1996.
2. This permit is effective only with respect to the nature and volume of wastes. described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. 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 of
Water Quality (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.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the existing
utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the State.
6. Upon completion of construction and prior to operation of this permitted facility, a certification
and a copy of the record drawings (i.e., as constructed plans) must be received from a professional
engineer certifying that the permitted facility has been installed in accordance with the Division of
Water Quality Gravity Sewer Design Criteria adopted February 12, 1996, 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. A copy of the record drawings,
indicating the facilities constructed in the phase being certified, shall be submitted with each partial
certification. Mail the Certification and one (1) copy of the "Record Drawings" to the Non -Discharge
Permitting Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
7. A copy of the Record Drawings shall be maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
8. Failure to abide by the conditions and limitations contained in this general sewer permit or the North
Carolina Gravity Sewer Design Criteria 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.
9. In the event _that the facilities fail to. perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate. cotrective action, including those as may lie required by
this Division, such as the construction of additional -or replacement wastewater collection facilities.

10. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any failure of a sewer line resulting in a by-pass directly to receiving waters without treatment of
all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report 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.
Permit issued this the th day of September, 1998
NORTH C OLINA NTAL MANAGEMENT COMMISSION
r
�. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015817
2

Permit No. WQ0015817
September 10, 1998
ENGINEER'S CERTIFICATION
Partial Final
as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location and County
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 of this
permit, the certificate of coverage, the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materials.
Signature
Date
Registration No.
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
C

To: State Review Group
Non -Discharge Permitting Unit
From: Forrest R. Westall,
Water Quality Regi _V
ervisor,
Asheville Regiona ice
Date: September 3, 1999
SUBJECT: Procedure -Four (4)
APN W00017320 State Review Group
Town of Spindale Review Engineer John Royal
Public Sewer
Annexation Area Regional Office Contact er Edwards
1) Name -of wastewater treatment plant to receive the wastewater
Town of - Spindale
2) WWTP design capacity 6.0 MGD
3) NPDES..Permit No. NCO020664 Expiration Date 07/31/03
4 ) Compliance Information: CAN /wo+ )PR.rrMsZ1'S-
,.Present treatment,plant performance
for previous months - beginning L ' L
.Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
120,096 GPD
domestic 1000
industrial
other .
6) Volume from previously approved projects not yet tributary to
WWTP N/A GPD
7) Regional Recommendations: Approval X Denial
Issue permit

0
State of North Carolina
Department of Environment
and. Natural Resources
Division of Water Quality
- James B. Hunt, Jr.; Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Mr. Tim Barth, Town -Manager
Town of Spindale
Post Office Box 186
Spindale, North Carolina 28160
Dear Mr. Barth:
• •
NCDENR
NORTH CAROLINA DEPARTMENT OF R,
ENVIRONMENT AND NS' NATURAL FREUOUA CES
August 25, 1999 AVG 2 T 19MI
Subject: Applications No. WQ0017320
Town of Spindale
Sewer -Public
Rutherford County .
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 24, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. John Royal for a detailed engineering review. Should there be any
questions concerning your project, the review 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 aTrocedure Four Evaluafion for this project, prior to final action by the. division.
If you have any questions, please contact Mr. John Royal at 919/733-6900. 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,
i—Mr. Kim H. Colso ,
Supervisor, Non -Discharge ermitting Unit
cc: tgliev-rlIebRegio�-Of-f c—i,— ater'Quality
B. P. Barber & Associates
617 Mail Service Center, -Raleigh North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

-• State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application.
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRA-VITY SEWER -EXTENSION,
PUMP STATIONS, AND :PRESSURE. SEWERS
I. GENERAL' INFORMATION:' SOC Project: Yes,- No.
1. Applicants name (please specify the name of the municipality, -corporation, individual, "etc.):
Town of- Snindale
2. Print Owners or Signing Official's name and titld (the person who is legally responsible for the facility and its compliance):
Town 'of Snindale — Tim -Barth, Town Manager
3. lrsail= address: P . 0 .- Box 186
Cirv. Spindale S{;afP; NC Zip-' 28160
Telephone Number: ( 828 ) 2867-3466
4. Project Name (please specify the na-n c of the subdivision, facility, or establishment - should be consistent with projct
._.e on plzns, speciticarions, le:trs oftiow ac ep=ce, Op-c:ational Agreements. etc.):
Town of Svindale Annexation Area Sewer
_. A---)iicarion Date: 8.— 2 0— 9 9 6. F--SubmirtPd: S 4 0 0 .0 0
E. Ccumtywhereprojeciislocated. Rutherford
II. PERMHT INFORMATION:
1. Application No. (will be c=iple:_d by DEM):
2.- . Spe.—u`y. wh1e,h_: project is: X new; modification.
3. If this application is being submitted as a result of -a modification to an existing permit, pleas` complete:
existing permit number N/A and the issue date
4. Specify wbether the applicant is X public or private.'.
III. fNFOR.NIATION ON WASTEWATER:.
I. Nature of Wastewater. � 100 x Domestic/Commercial ; % Indusa al;
% Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewat_-r, such as school, subdivision, hospital,
co=ercial, industrial, apartments, etc.: Residential and Commercial
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels:
None
r .
4.. If: astewa_r is not domestic in nature, -what level`of pretreatment has been -provided to ensure protection of the receiving -
�trwatP- �eatment facility? N/A
5. I.' a pretrea=ent permit is required, has one bean issued? N/A- Yes No. If yes, please attach a copy of the
p.-t rean:nent pe.utit. If No, when will one be issued: N/A
FORA: G SPSA 06/9 ; Page 1 of 8'

6. Volume of wastewatcr generated by this ptvje= 12 0 , 0 9 6 'gallons per day.
7. Explanation of how wastewater volume was determined: _Number of new connections (126 Res.)
multiplied bv- 389.6 cram/Res: = 49 089 crpd x 2 2 = 107 997 �d 1peak
flow rate. In addition 5,500 cgpd commercial flow = 12,099 and peak flo
Total iDeak flow rate = TTo096.
IV. DESIGN INFORMATION:
1. Brief project description: The installation of approximately 17 , 500 l .'f . of 8"
gravity sewer line with manholes, 4,600 l.f. of 4" sewer force main, th
construction of two new pump stations and the renovation of two existjn
vvmr) stations.
2. Name of wastewater treatment facility receiving wastewa..-r. Spindale T INTP
a. Facility Permit Numb- NPDES NC 0 0 2 0 6 6 4
b. Engineer should provide scat. -meat of his evaluation of dowztstrurn sewer ability to accept the wastrwat_c :
Downstream sewer has capacity to receive wastewater. Downstream 12"
pine with 1.08 MGD capacity. Existing flows are 0.32 MGD.
c. Pe=.it Nu. *D--- for sewers i=ediat=iv dov,rst-.. .: N/A
d. P:oe of se w e-s im.-:ed ia•_ly downstr-..aW:
12"
3. Su..�*-tas-y of GR.4� t t ' S� yr �.� to be permitted, by di_.^tet.:.r, length a�-td pipe mot..-^..'•:
(in)
(i Ie-- feet)
Ma.1cr al
circle C Or
Ii Factor €
Value
�i:nimum
SIoge (x)
Maxim t:m
Slope ( )
hiiLi.; ���
Velocity
(fps)
Mz.i-
Veiocty
CLI
hfinit
Covc (in)
8
115,414 I TIVC 10 .013
10. 4 o
f 18 . 3 o I 2
I n a l 36
8
2,086 I DIP 0.013
F 0. 40 0
l 14. 4 o I 2
I I 36'
I
I
I
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %.. The anchor spacing shall be a maximum of: 36 foot
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater
than 50%.
For velocities gre: ter than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect
the sewer pipe and m2unholes? Class A concrete will be used in manholes where
receiving velocities are greater than 10 fps. There are no sewers
where velocities are greater than 15 fns.
5. Maximu,-t len Eth of sewer be w eep ma,holes: 4 2 5 linear feet_
6. This sewer lipe segmer,: occurs between manhole no. 32 + 75
FOR`1: GSPSA 06/94 Page 2 of 8
a. -id man -hole no. 37 + 00
Oak land Road

7. Does the owner/operator have the ability to clean this length? X Yes No. For sewer reach lengths grra=
than 425 feet, please provide a lettrr from the owner/operator, staling the ability to dean the specified reach and include the
equipment specifications.
8. Sewers subject to ez.isti g or planned traffic bearing loads? X Yes No. If yes, what measures are being talon
to enable the sewers to withstand the loads?
Ductile iron niDe with a minimum cover of 48" is used on secondary
roads. For primary roads, ductile iron pine in steel encasement with
a minimum of 48" is used. -
9. Outside drop manholes ar: provides wbce'inve:t sepmnons ezor____L2 f=t (provide for sc*a ions > or = 25)
10. Identify' (by inanhole nunbe:) those manholes that have drop connecuons;
'None
11. 1!1fa.._i,urn allowable in-51t atlon/cirlltrat.ion test ra e 10 C?D/_1 `e d=ii .- -. IPC _ le of :'?.
No Mast not emceed 100 GPDfpipe dia.me:= inc!iim .le of pipe.
separa,;cn d.,Ls ces as s own or. •he pL.s and addressed in the sperm :`_cLs. If 2- b. cr c bei. s no.
a:vc.-.:Trent Gals se= :Orr bC 311 coi:e:-.:on eS_-eS
X
bl i= L.. ve _ _ se= =cn s'z= se-_. or f_=o= ; : s_. _ sties_. s
c) 10 fL hC:.7.. se: f:oz. wa+, -2LIs o: la in v---;cJ- s p. (wa=. over se%:=) or i_=us pl e s-pe_` X_i _ No
13. Are a^^ales sllbie_. to floodinz' Yes X No. If Yes, are ra—toie elevations 1 foot abo•:e 1 ficcd
les'e'_ (100 year flood c;cvztion s:ouid on plans)? Yes No; G:. are •he mayhoies Wa__ =- •� �?
1 foot a'xve the 100-ye-food ereradon a.:d .:Ve 1.000 fee: (sho�_'d v slow on =_a Si^ Y _c \._.
14. Ida .= v Coy ma -bole nu-n-be:) those =- cies that a:: vented: clone
15. Dees this projec-, involve ar.v s=,-, c-cssirgs? X Yes No. If yes, Wha-f a
u :'i=ed to ensu:: protec*�on of the szwer line and not res- c-. sut-n n flow•? Id:ndly ,he s:-e-v. of the r'.a:,s _.t' sta_'icc
n_.x: whe e s�e�^ rossu-!gs ase locates!: Sheet TV . 3 Station 5+20 anr'. ; -90 , Sheet �:o . 9
1+40 and 2+20 and Sheet 13 2+20. The use of DI? and restrained? joints.
Please note: i ne Division recoL mends all st: ea=n COssings be located Lhree (_-) fee, below the st: e .- bed or ferrous
rsteaal pip-- be specified. In addition, all acnal st:-.,a.--i crossings must be located above the 25-yea: flood ele•:_;ycL. Both
the _5_veW from: elevat on :a.d the 100-ye-a flood elevat on should be indicate' on the Pums.
16. Sewen mad' n:1 be installed in WS-I w'aten'be: s. Are any of the subject wastewa+.er llec ion sy tems lcti aced a WS-1
wat_--shtd? Yes X 1`0.
FORS: GS- A_ 06.'94 Pa,e 3 of 8

`J
V. PUMP STATION LN"FOR-MATION
- •= 1. Pump Station No. or Name: Carver Lane (A separate page 4 of 8 should be submitted for each p[tmp station)
2. Name of closest dow•nslope surface waters: Floods Creek
3. Classification of closest do0.nslope surface watts: __ C (as established by the Environmental Ivlanagem=(
Commission & specified on shect.5 of 8 of this application). `
4. In accordant with 15A NCAC 2H .0219 (h)(3), des--ri'm the measures that are being implemeat:d to prevent impact-s on
dow•nslepe surfact waccr s, should a power failure oc;..�r at this pump station. NOTE: AIL -: native powa-M ST be
add.-mssed for every pu.--[p smdom i* ac=danc wir i the above r.g,2adon. Town of SDindale
maintains a portable generator.
5. 85 GPMand how may? 2
6. fir:: w= d --._ c_ dl 118
! i-0:. _ -. r-- r- _ ;:CICs _.' OCR_ a[ Dv- d yv r0,:.'6 C'• _
i1. _ _ N1 .1. . - .L_:`l�0I.: x 3
.C^
1-:==-.:: Ow= Sot:.-:,. _ x
Check Valves and C-- valves X
x
Lot:c-= e V,*e: We- Cove; X
A:2y' (CII_ chic` =—=v be spec- "i.' X Aud.C._ cLO V:Si=: X
9'. 5.= cf =3wC= KkE or ...=SS;?= 5�;,=.. _ -:-�' by _.__.. len: _.J -i-�
r r
E- :a CC
Ve1CC-*7
VeiCC
COv°-' ( )
A" 13135.
PVC
1085 j
999
2
8
36
4" 259
DIP
1083
1000
2
-8 `
36
I0. A= air re.'ea_d valves pro•.id-;, at 2 1 high pv_ns along ±,. force s�, (must be provided where the e'.eva6or, dl fereo=
=cerds lOfy:)?N/A Yes _itio
I1. Is the n'=.: s :'oje_. [o fioodi-g? X Yes — No. 'If Yes, measures are being LIeII to protr- ag cst flooding''
The wetwell too is above the'100-vear flood elevation.
12. l scbjw to locling, sre:': tie lOC-ye.. fic�od eleva5on: 1001 0 �1�`
F e�.
I3. Are [Jere e::s� or Fi---nned p,•np s's}�c: s dov'-istea-:. of L" [; 7 X t�
-•� '' t:::s s• oII. Yes o. If yes, the.. engiIIeee
s a :'. i'Je _ LC cell: Of hcsc pump St auoCs t0 Zde^_�[e'.v h2-7!? '. the 5UbJC.: flOws Z'.�. S" I ;r d' �'a �'a u-- i0II
cif _.__:�-1�:,: [^ C.t;� L_I e .1 IS
th; a: ^Il-4.:iCt1.
FORM: GSPS.; C6'9.( Pact nr R

V . PUMP STATION LN'FORIvIATION
-1. Pump Stadon No. or Name: Oakland Road
(A separate page 4 of 8 should be submitted for each pump station)
2. Name of closest downs lope surface waters: F 1 oyd s Creek
3. Classification of closest dow-aslope_ surface waters: C (as established by the Environmental Management
Commission & specified on sheet 5 of 8 of this application).
4. In accordance with 15A NCAC 2H .0219 (h)(3), describe the measures that are being implemented to prevent impacts on
downslope surft~ awaters, should a power failure occur at this pump station. NOTE: Alternative power MUST be
addressed for every p=p station in accordance with the above regulation_ Town of Soindale maintains
a T✓ortable crenerator.
5. What size p=-ps are provided:
112
GPIv1; and how many? 2
6. What is the desig^ total dy7--=-:ic head? 42
7 Hc•;. E-=.y p==, i- c•:cles will occur at —v nc- dairy flow? 6 c;:cles re: h=.
NC... i�A NCA.Z _. Cr. 19 (h)(2) r-suites 2 to 8 ptW:p. �g cycles per ao'.:. be a 11icved ��'��s � _-- C:_y iiow.
8. The fo::o: MIZ ::`r. _ are r -icaLIy LT: the desiz-z for pt ^'' S :.:1CJ. the �. _ re `
Cheer .�pr:a_ ice__ .w s:ga+fy That
these lie^� `e"' . ^�:Gw the desiz ^"^.S and�C--
Alt_.._ ,z Power So:.:..... X
Wet We't Vezr.^ .i` Sceen X
Fides in We, Well
Check Valves and C-a-,- Valves X
S ec--- ty cin g x
Lockzbie We: k•el Cove: X
A.e..aT:F:t X
110V Elec-- -i Cal Conveaiencr 0uLe: X
Flood S ucvS:1c�' P-o=:ion X
High W' A.a--ct (one choice may be specified) X Audible and Visual X Auto Dialer
9. Su.^=.ary of FORC= Kk or PRESSLRR. to be d p fe
pe:utitt.,., by date,..., length err... pipe i ma ::a.i:
Dizme�l-
(in)
Length
0rear fee:)
Pipe
Mat=.:1
High
Elevation
(f'L)
Low
Elevation
(ft)
Minimtun
Velcdty
(ft,$)
Maximum
Veloary
(frs)
Minimum
Cover (in)
i 9C9
I PV
LU
I lUJ2
I L I
LS
36
4 190
DIP
1043
1044
2
8
36
10. Are aL- release. valves provided at all high points along the force train (must be provided where the elevation difference
exceeds 10 fit)? N / AYes _ No
I1. Is the pu.,.p station subject to flooding? a Yes _ No. If Yes, what measures are being taken to protect against flooding?
The wetwell ton is above the 100-year flood elevation
I2. It to' flo'cc ,g spe-cl-`v the loc-yer* flood elevation: 1033 Fees MSL
I3. Ate 2t;_re existing or pla:-:ned pump sLj6ons dov.nstreai. of this station? X Yes No. If Yes, the engineer
shal evaluate the a;iii y of those pump stations to adequately handle the subject flo,.•s and shal include that evaluation as
att at,c`,y-zent to t`is a.plication.
FORM: GSPSA 06!94 Page'4 of 8

This form must be completed by the appropriate. DEM regional :office and included as a -part of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINEER:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which these sewers will be constructed must be determin6d by the appropriate DEM regional office. Therefore, you are
required, prior to submittal of the application package; to submit this form, with items 1. through 7 completed, to {
the appropriate Division of Environmental Management Regional Water Quality 'SupervisQr (see page 8 of 8). 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
location'of these sewers and the downslope surface waters in which they will be located: Identify the closest downslope
surface waters on the attached map copy. Once the regional office' has completed the classification,
reincorporate this completed - page and the topographic map into the complete application form and
submit the application package.
1. Applicant (specify name of the municipaUty,-cmporadon,'individual, etc.): '.Town of Spindale= `
Tian Barth — Town Mariager-
2. Name & complete address of engineering firm: B•• P - Barber and .Associates , Inc.(
• 9 6 01 ' 'Greenvil le Hwy. , SnartariburcT_i/ SC • 29301
Telephone number: ( 864 ) 9 4 9 —1111 — Fax: 9 4 9 —1110
_. Prbitctr Town of Snindale Annexation_ Area, Sewer
4. Namt of closest dowtslope surfacewat--P s: Flovds Creek
5. County(ics) where sewers and Sl=-= w;;, a.c located: Rutherford
6. Man na= and date. USGS . Map- — R.utherfordton South, IJC
7. NC Profnsional Engineer's Sea'.. Sizratttre, and Dale:
oa°00000 �
cc
0
TO: REGIONAL WATER QUALITY SLPERVISOR °°°0°p°�
Please provide me with the classification of the watershed where these sewers will be constructed, as identified on the attached
map segment
Tame of surface waters: Floyds Creek
Classification (as established by the Environmental Management Commission): -C
Proposed classification, if applicable: N /A
Signature of regional office personnel: Roc?er C . Edwards Date: 8:/ 2 0 / 9 9
See Attachment
I
FORA: GSPSA 061.94
Pane 5 of 8

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
a_ One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer:
b. Two (2) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the
proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated
authorities. Each sheet of the plans and the -first page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a mc�^nication. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONS TR=1 ON, etc.) that indicate that they are anything other than final plants and specifications. However,
the plans and speci.frcatons may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
C. Two copies of all calc-lations, including pump selection: friction calculations, cycle time, pump curves (including syst=
cu.-Yes applicable wits one p=p running, two pumps running, three pumps running, etc.), and evaluation of downstream
p"—p stauons. These isyts must be submined under the signature and seal of the NC Professional Engine:.
d. ine ap+p =,ate De=:'? -pressing face. in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondeieEated r t:ire: ?es is 5400. The fe.- for sewer extensions for delegated munic:z?ities (appiies only to those
govern- en.,, ju^:sdic_ors that have specific delegation review authority, as granted by the Environmental Management
Comanission) is 5200. N=..L- changes without other modifications are 5100. -
C. If the ownen'authorty of the wastewater treatment facility (WVv1r that will be accepting the wastewater flow from this
project is different :.om the applicant of the proje_2 then a letter must be provided from the owner/autlzoriry. of the WWT:
speciiyirg the volu—me of flow that will be ace..-pted_ The letter should be a re -.Pat letter and should refer to the project by the
sa=t name as thm,idea red on the application and the plans/spec.rications.
f. If the arpEczuon is be',g submiced W the nee of a privately owned public udlity, evidence .:...use be submitted from the
LrL,;des Commission which demonstrates that the utility is authorized to hold the franchise for the area to be s=-ve_-1 In the
case of contiguous se:.-ice•�areas,,.� !dence must be provided from the Utilities Commission acknowlediing these P=3 are
covered unde: aa'cxis�".gC_'itse.';.
g. A properly executzed O;Y:ational Agreement (original and two copies - form provided by DE '*f) must be submiu�d if the sewer
extension vrill be serving single family residences, condominiums, mobile homes, or town houses and if the subject sews
extension is oF3ed by the individual -residents, a homeow-ae:s association, or a developer.
h. The downslope surface waters classification must be deteru.ined by the appropriate DE2M regional office, using page 5 of 8 of
this form, prior to the submittal of the application package to the Water Quality Permits and Engineering Unit. Once the
regional office has completed the classification, page 5 of 8 should be reincorporated into the application package and the
entire application pack ge may then be submitted to Water Quality Permits and rngine:ing UrdL
L A cover leaer, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include at achz- eats to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
j. All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
Option.
I
FORM: GSPSA 06/94? Page 6 of 8

02/04/1S95 23: 21 4 �_ PAGE - 02 ;
. AUG 20 88 FK1 11.13 AHI, FAX NO. P. 02:
U6 [orm most be completed by the appr8priale DEM regional finks atsd lacluded as a pert of 04 project
submittal fnfortoativ*.
INSTRUMONS TO NC PROFESSIONAL F.NCUUM:
7be dassif ntiomn of the dotntlope atffiee waters (tbe stafaos waMn that any or►g4gw Erom *e &cMq would flow toward)
is which thew sewers will ba cansumcced mau be dewnWaad br mepsop IM Dort ragioaal of[ioa TLCMffean, roil are
requhrAL prior to submittal of the appllcattaa paduM ID a t f7! fO&MI L With Rau 1 CUOttgh 7 c mpkted, to
the appmPHSte Division of Ezvirotuaepui Mscatetptpl R"jaud WNW Quallty Supervisor teas page 3'ef 9). At a
.Rt,.:..,uEz, you must include an ES" by t1' testy Of the putdm ota 7.S manic USGS Topo=mpbio Map whkb shows the
komUoa of rarest afters and the dowrnalope surface wafers In which they .rill be located. Idendy the cloaca downsiops
surface waters on the att=hed reap copy. Ones The tvigional office has eompietad the elasrlf7catianr
Tetncorporsts tbis completed page sad. the fopovaphic asap Into the complete applit:ation forts atsd
subtnit the application package.
L Appticsnt (grrify name of the mttnidpaiitr, corpo adon, individual, area:
2. Name k complete Addr •« of mgineexing fum;
Tdcphoae number:
� P-ojtxt naatr .
�. Namt of t-Josest doaasiope stuface a+atrzi:
"S. Cotmry(irs) *h= ecw= and stafsoc.alter are lotaaed:
E. Itii:� ttxznc and dare.
T. NC J Irofcssioual Eefinet;r's Sea'.. Signature, and Dz=
TO: REGIONAL WATER QUALITY SUPERVISOR
I/Mase prv141de me wit% of tba walcmbed what:tbetrsewss will be cwstrtt 14 as Identified on tba'wwhed
map segment, f en-
+ f_
Name of surfa m w�aters Fl ou el s C_�e is _
Clamirica6ott (as cstsbiisbodby the B vlsotait Mmostmteatcommuslon). to
Proposed classification, if applicablC
Signature of regional office persoand: Dam•
FORM: GSFSA 06194 Page 5 of s

Name snd Complete Address of Engineering Fu= B - P . Barber and Associates, Inc.
9601 Greenville Hiqhwav
City: Spartanbura State: SC yip: 29301
Telephone Number. ( 864 ), 9 4 9 —1111
Professional Engineer's Certification:
John T. Hannah artest that this application for the Town -of Spindale
Spindale Annexation Area Sewer
has been reviewed by me and is accurate and complete to the best ofmy 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 Engin=r's Seal, Signature, and Dater
.. _nd600000Y91600®Qw
Applicant's, Certification:
ManarTer
I. Tim Barth —Town of Spindale , Town, attest that this application for the Town of Spindale
Annexation Area Sewer
has becn revie•::ed by me and is accumte and comple�.e to the best of my knowledge. I understand that if all required ;=r:s of this
appli tion ar_ not col pleted and that if all required support:- g information and arachmenu are not Included, this application package
will be reran- to me as incomplete.
Signature Date
1
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOK7NG ADDRESS:
NORTH CAROLIN A DIVISION OF ENVIRONMENTAL NIAtiAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 2 7626.0535
TELEPHONE NI U-INIBER: [phone]
FORS: GSPSA 06/94
• Page 7 of 8

`_-
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Wooditn Place
Asheville, NC 28801
(704) 2-51-6208
Fax [phone]
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Avery
Macon
Beaufort
Jones
. Chatham
Nash
Buncombe
Madison
B=d--
Lenoir
Durham
Northampton
Burke
McDowell
Camden
Marrin
Edgecombe
Orange
Caldwell
Mitchell
Chowan
Pamlico
Franklin
Person
Ch.--ok--
Polk
Craven
Pasquotank
Granville
Vance
Clay
Ruthe:iord
Cu rituck
Pe:qui na-tc
Halifax
Wake.
Graham
Swain
Dare.. ,
Pitt
Johnston
Waaw
Havwood
Transylvania
,�Gares-'--I .
..T.Yreil
Lw
Wilson
'Hex —son
Yark-y
Grt::::� ie *
: "Vzshington
Jackson
H;
Wayne
Hyde _
Fayem--Y,Ee Regior-1 WQ Sum:is=
'W'achovia Buildine. Suiz 714
FavettevilL, NC 288301
[phone]
Fax [phone]
Anson
Moore
B13dPn
Robeson
C=b,:.:and
Richmond
Flarnea
Sa_---,son
Hoke
Scotland
Montgomery
Winston-Salem Regiona' WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alamanm
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Wa "Za
Davie
W ilk es
Forsyth
Yadk
Guilford
Mocresville,Regioral WQ Supervisor
919 North Main. St^°et
Mooresville; NC 28115
(70:) 663-1699
Fax [phone]C40
Alexand-
Mecklenb=
Cabarrus
Rowan
Catawba
Stanly
Gaston
Union
Ire-32 J,
C1evel d
Lincoln
wi =iniron Region. WQ Su-pervisor
127 Drive Extension
lWiLmior,ma, NC 28405-3845
[phone]
Fax [phone]
Brtmsaick New Hanover
Car=. Onslow
Columbus P=6=-
Duplin
FORM: GSPSA 06/94 Page 8 of 8.

SEP-04-1998 10:32 FROM DEM WRTER QUALITY SECTION TO
RRO P.01
TO FROM:
TO FROM:
I
i
';733-0719
A.pplicalion Number: County:
Applicant'
project ]flame: �'
Rccei��ng Facility: _��_� Permit Number:
Flow Volume: /, ... GPI) now Type: W Domestic COMM=ial IDduSUW
mzk
Appr�vai: �! Denial•. - �he�.:v11`l 1
Comments:
Regional Sig
Post-ir lax Note 7671
Dat�
pages
o ` /L
!
From
Co./Dept.
Co.
Phone #
Phone # `
Fax #
Fax #
Application Number: County:
Applicant:
project Name:
Receiving Facility: Permit Number. _
Flow VoIume: GPD Flow Type: —Domestic _ Commercial :.— Industrial
Approval: Denial:
Comments:
Regional Sigtr==:
Application Number:
Applicant: —
projeet Fame:
Receiving Facility:
Flow Volume:
Approval' -
Comments.,
Regional Sig
ks"
County;
Permit Number. _ --
GPI) Flow Type; _Domestic Commercial industrial
Denial: I RF1 F
t
a

i
April 21,1997
TIMOTHY J. BARTH
SPINDALE, TOWN -A SLUDGE/LAND
P.O. BOX 186
SPINDALE, NC 28160
SUBJECT: PERMIT NO. WQ0001953
SPINDALE, TOWN -A SLUDGE/LAND
RUTHERFORD COUNTY
Dear Permittee:
Our files indicate that the subject permit issued on 7/28/95 expires on
1/31/98. We have not received a request for renewal from you as of this date.
A renewal request shall consist of a letter requesting renewal and completion of
the enclosed application, submitted in triplicate. A processing fee must be submitted
with the request. Please find attached a copy of the 15 NCAC 2H .0205(c) regulations.
The processing fee for your facility is based on the design or permitted flow,
whichever is appropriate, listed in the first four categories of facilities. Sludge
renewals are based on total acres of land permitted. If the facility covered by this
permit contains some type. of treatment works, a narrative descripton of the sludge
management plan that is in ef-e'ct at the facility must be submitted with the
application for renewal.
i The Environmental Management Commission adopted revised rules on October 1, 1990
(attached), requiring the payment of an annual fee for most permitted facilities. You
will be billed separately for that fee (if applicable), after your permit is approved.
Please be advised that this permit must not be allowed to expire. If the renewal
request is not received within 180 days prior to the permit's expiration date as
required by 15 NCAC 2H .0211, you will be assessed an automatic civil penalty. This
civil penalty by North Carolina General Statute may be as much as $10,000 per day. If
a permit renewal request is not received 180 days before permit expiration, a civil
penalty of at least $250 will be assessed. Larger penalties may be assessed depending

Page 2
1
on how late the request is made. In addition, any permit renewal request received
after the permit's expiration date will be considered as a new application and will be
required to pay the higher permit application fee.
The letter requesting renewal, along with a completed Non -Discharge Permit
application and appropriate standard fee, should be sent to:
Permits and Engineering Unit
Division of Water Quality
P. 0. Box 29535
Raleigh, North Carolina 27626-0535
The check should be made payable to the North Carolina Department of Environment,
Health, and Natural Resources (DEHNR).
If you should have any questions or need any additional information regarding this
matter, please contact me at [phone].
Sincerely,
Coleen Sullins, Supervisor
Permits and Engineering Unit
cc: Asheville Regional Office
Permits and Engineering Unit
Central Files

MAR 21
199i �Y
March 19,1997
TIM BARTH
SPINDALE, TOWN-HAMILTON & YOU
PO BOX 186
SPINDALE, NC 28160
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0011893
SPINDALE, TOWN-HAMILTON & YOU
RUTHERFORD COUNTY
Dear Permittee:
On February 16, 1996 the Division of Water Quality issued you the subject
permit. One of the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.C. Box 29535, Raleigh, N.C., 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, B.P.
BARBER & ASSOC at [phone]. If the facility has not been constructed,
please contact the Asheville Regional Office at [phone], so that they can
update their records.

Thank you for your prompt attention to this matter.
Sincerely,
ORIGINAL SIGNED BY
JOHN SEYMOUR FOR
Colleen Sullins, Supervisor
State Engineering Review Group
cc: File
Asheville Regional Office

State of North`Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
ames B. Hunt, Jr., Governor
onathan B. Howes, Secretary
►. Preston Howard, Jr., P.E., Director
July 31, 1996
Mr. Timothy J. Barth, Town Manager
Town of Spindale
103 Reveley Street
Spindale; North Carolina. 28160
�EHNF1
ct: Permit No. WQ0012126
AUG - 61996 Town of Spindale
Bi-Lo Grocery Shopping Center
Sewer Extension
WELTER QUALITY SECTIGN- _ Rutherford County
Dear Mr. Barth:
In accordance with your application received July 15, 1996, we are forwarding herewith Permit
No. WQ0012126 dated July 31, 1996, to the Town of Spindale for the continued operation of the subject
wastewater collection extension. This permit modification is to reflect the dedication of the subject sewer
line to the Town of Spindale.
This permit shall be effective from the date of issuance until rescinded, shall void Permit No.
WQ0012126 issued March 29, 1996, and shall be, subject to the conditions and limitations as specified
therein.
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.
If you need additional information concerning this matter, please contact Mr. John Seymour at
[phone] extension 546.
Sincerely,,
A. Presto oward, J
cc: Rutherford County Health Department
Asheville-RegionahOffice,. Water, Quality -Section-
Centennial American Properties, Ltd.
P.O. Box 29535;•Raleigh, North Carolin&2762670535 Telephone [phone] FAX (919)'733-0719
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION 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
r.• of r{ - 1�
Town -SpindalV*''
'I
Rutherford County'
FOR THE
continued operation of approximately 1,316 linear feet of 8 inch gravity sewer to serve a 20,000 square
foot commercial shopping center, the Bi-Lo. Grocery Store project, and the discharge of 7,718 GPD of
collected commercial wastewater into the Town of Spindale's existing sewerage system, pursuant to the
application received July 15, 1996, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, :Health -and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded, shall void Permit, No.
WQ0012126 issued March 29, 1996, and shall be subject to the following specified conditions' and
limitations:
1. 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. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Spindale
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. 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 of Water Quality 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.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
7. Upon completion of construction and prior to operatiori 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. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. 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.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number 704/
251-6208 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report 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.
Permit issued this the 31 st day of July, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston 4., ward, Jr., P.E., I)irector
Division of dater Quality
By Authority of the Environmental Management
Permit Number WQ0012126
2

Permit No. WQ0012126
July 31, 1996
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,
Project Name
Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

_HALL
ENGINEERING, INC.
:.
AM
:
-July 10,1996Ln
DEHNR
• . P.O.Boz 29535 - -
2 21996 ;.._
�_ • = - . r-
Raleigh, NC 27626-0535
}
�1�1TSlu(�'3Y
�..
G O
1t�1'i E�U L
RE: ENGINEERS CERTIFICATION
�.
PERMIT NO. WQ0012126
Gentlemen:
I, William David Hall, as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe periodically the construction of
the project, Bi-Lo Market, Rutherford 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
Registration No. �'1o�5Z
ha
Z r� • r
1 — 1D—q� � dh,
Date: _ ��
i ai
• a � •12052
M D.AV 1D ,
The Division of Water Quality hereby
ackrow%lges receipt and acceptance of this Engineers
Certification
;
714 PErTF1GRU STREET- ,P.O. Box 8160 S.C. 29604
.GREENVILLE,
' _ [phone] FAX [phone]

To: 1Mate Review Group
Permits & Engineering
From: Forrest R. West.a ,
Water Quality Regi
Asheville Regions f
Date: February 9,1996
SUBJECT: Procedure Four (4)
isor,
APN WQ0011973 State Review Group
Holland's Creek Estates_ Review Engineer —Jay Lucas
Private Sewer
Rutherford County Regional Office Contact Roger Edwards yk",6
Name of wastewater treatment plant to receive the wastewater
Town of Spindale
WWTP design capacity 6.0 MGD
3) NPDES Permit No. NC0020664 Expiration Date 11/30/98
4) Compliance Information:
Present treatment plant performance
for previous _11_ months - beginning _01/95
Permits/SOC Limits Monthly Average
SEE ATTACHED
5)' Quantity and type of wastewater from proposed sewers:
16,000 GPD
domestic 1000
industrial
other
6) Volume from previously approved projects not yet tributary to
WWTP 5760 GPD
7) Regional Recommendations: Approval X Denial
The wastewater treatment facility is under a SOC for toxicity. The
facility is preforming a THE with phase II scheduled for completion April
2, 1996. The toxicity problem is strongly believed to be caused by
industrial discharge. This discharge is 1000-domestic and is not expected
to have a negative impact on toxicity,,therefore approval is recommended
for this project.
\d

State of North Carolina \
Department of Environment,
alth and Natural Resources
dDivis'on of Environmental Management
A
ames B. Hunt, Jr., Governor
J nathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April 3, 1996
Mr. Charlie Don Brooks
Holland's Creek Estates
P. O. Box 72
Spindale, North Carolina 28160
Dear Mr. Brooks:
Subject: Permit No. WQ0011973
Charlie Don Brooks
Holland's Creek Estates
Sewer Extension
Rutherford County
In accordance with your application received January 22, 1996, we are forwarding herewith Permit
No. WQ0011973 dated April 3, 1996 to Charlie Don Brooks for the construction and operation of the
subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
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 you. If you need additional
information concerning this matter, please contact Ms. Carolyn McCaskill at [phone], ext. 540.
Sincerely,
A. Preston oward, Jr
cc: Rutherford County Health_ Department _
Asheville Regional_Office, Water Quality Section'
Iv1r David Odum, P.E.; Professional Surveying and Engineering S
P.E.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
eAn Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION 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
Charlie Don Brooks
Rutherford County
FOR THE
construction and operation of approximately 2,580 linear feet of 8 inch gravity sewer to serve 40 three
bedroom mobile homes in Holland's Creek Estates, and the discharge of 14,400 GPD of collected
domestic wastewater into the Town of Spindale's existing sewerage system, pursuant to the application
received January 22, 1996, and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment, Health and Natural Resources
and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Spindale
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. 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 of Environmental Management accompanied by an application fee, documentatiori'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.
6. 'Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interru,J, service..by the existing utilities nor result in an overflow or bypass discharge of
waste" ker to the surface waters of the State.

7. 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. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. 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.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
704/251-6208, 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
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.
13. This permit shall become voidable unless the agreement between Charlie Don Brooks and the
Town of Spindale is in full force and effect.
Permit issued this the 3rd day of April, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
i
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0011973
2

Permit No. WQ0011973
'April 3, 1996
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

i` tt 1"ApK4
V - ✓A -
\Pe\tNo.
'Q0011973
Apr,
a o r'^\ , as ad y-fegi,& e qd Professional Engineer in the State of North
Carolina, in, Ing been authorized to obsery (periodical) weekly, full time) the construction of the
project, lio S Cr e-e k t le 5 RLAerpod G i ltt for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the
//allpp oved plans and specifications, and other supporting materials.
g `�-tiy
Signature Registration No. R 113 U
Date 5 a 9 /96
The Division of Environmental Management hereby
acknowledges receipt and acceptance of this Engineers
Certification
1: Y
3
,���n�re�oa��
�s
3S"**
=
5/,z
01
Lf • • .. '
C
On
30N ` 0) ,
C=

state of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jo athan B. Howes, Secretary
/Preston Howard, Jr., P.E., Director
MR. CHARLIE DON BROOKS
PO BOX 72
SPIN -DALE, NORTH CAROLINA 28160
Dear MR. BROOKS
0 0 1
A__ftW00Vft%WP0 4i7LA
Oft
A AK
IDEHNR
January 23, 1996
Subject: Appli
Holland's Creek Estates (MHP)
Sewers -Private
Rutherford County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 22, 1996. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Jay Lucas for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Faur Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Jay Lucas at [phone] extension 502. If the engineer is
unavailable-, you may leave a message on their voice mail and they will. respond promptly. Please
reference the above application number when leaving a message.
__.__. - _Sincerely,
` CarolyncCaskill
Y
Supervisor, State Engineering Review Group
cc: ,�kahevR e R-egio at'Off ce
Professional Surveying & Engineering Services, Inc.
Pollution Prevention Pays
P.O.'Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health andNatural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL, INFORMATION: SOC Project: Yes,
11.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Charlie Don Brooks:
No.
2. Print Owners or Signing Official's name and tide (the person who is legally responsible for the facility and its om fiance;
Charlie Don Brooks'.'k
1_0
3. Mailing address, P.O. Box 72
City: Spi ndale 28160
: State: NC Zip:
q
Telephone Number: /04 zol—luz)j
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with
name on plans, specifications, letters of flow acceptance, Operational Agrd6trients, etc.):
fiolland's Creek Estates
5. Application Date: December 18, 1995 6i. Fee Submitted: $ 400.06
6. County where project is located: Rutherford
PERMIT INFORMATION:
1. Application No."(will be completed by DEM):
2. Specify whether'proj Oct is:! Ix., new; modification.
3. If.this application is being sub {witted as a result 'of a modification to an existing permit, please complete:
• t
existing permit number I and the issue date-
4. - Specify whether the applicant is public or X private.
1.11. '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.: Mobile home park
3. Indicate any parameter(s) (and their concentration) that will be gidater than normal domestic levels: -None
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
Wastewater treatment facility? N/A
51 -If a pretreatment permit is required, has one,been issued? N/A, Yes; No. If yes, please attach a copy of the
pretreatment permit. If No,'when will one be issued: N/A
FORM: GSA 06/94 Page 1 of 6

14 Pi
utt �o.o
6. Volume of wastewater generated by this project:,. 16,000 gallons per day.
7. Explanation of how wastewater volume was determined: 40 lots, , 4 persons...per lot, 100 gallons
per person per day
I . DESIGN',; INFORMATION:.j',.
1. Brief project description: Mobile home park in Rutherford County, NC
2. Name of wastewater treatment facility receiving wastewater: Town of Spindale
a. Facility Permit Number: ( NCO020664
b. Engineer should provide,statement of his evaluation of downstream sewers ability to accept the wastewater:
Existing flow in'line is very small. Sewer will easily handle additional flow.
c. Permit Number for sewers immediately downstream: NC0020664] ,
d Pipe diameter of sewers immediately downstream: 24��
3: Summary of GRAVITY SEWER to be permitted, by diameter, length and pipe in
pper Run
enter -Run
ay
ower Run
Diameter
Length
Pipe
Circle C or
Minimum
Maximum
Minimum
Maximum
Minimum
(in)
'(linear feet)
Material
N Factor &
Slope
Slope (%)
.,Velocity
Velocity
Cover (in)
Specify
(fps)
(fps)
Value
8
1,099.20
PVC
0.013
2.85
12.09
1.2 ° e
3.7*
36
8
421.62
PVC
0.013
10.22
10.22.
'.2.04
2.85*
36
8
1.,049.36
{
PVC
0.013
1.47
14:53
Note1
1.1-
3.49*
36
NOTE: The minimum velocity must not be less" than 2 fps. . *� Peak Velocities
i For public sewers the minimum diameter' is' 8 lfidhes.
For private:; sewers the minimum diameter,ls 6; Inches.
1 `.4. Anchors shall be provided for sewers with slopes greater than 20 %; 'The 'anchor spacing shall be a maximum of. 36 foot
' 'separation for slopes of 21% to'35%; 24foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater
t than 50%.tr ;,
For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
;x manholes from erosion. , For.velocities greater than 20 fps; erosion .control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line.segm'enti what measures have been taken to protect
g; the sewer pipe and manholes? NSA i
i Note 1: The low minimum velocities are due to ow flow rates through an pipe.
The minimum slopes'"im'both runs are at least`;1 :5%" which is much greater than the
minimum recommended slopes for 8" pipes of 0.4%.
FORM:. GSA 06/94 Page 2 of 6

r `_J .
i
5. Maximum length of sewer between manholes:$�-�9- linear feet.
6. This sewer line segment occurs, between manhole no. 1 and manhole no. 5%
7. Does the owner/operator have the ability to clean this length? _X— Yes No. For sewer reach lengths greater
"`'than 425 feet; please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications "
I
8. Sewers subject to existingorplanned traffic bearing loads? _ X Yes No. If Yes, what measures are being
taken to enable the'`sewers to withstand the loads?' I
,t - lti: , p 4,•, to +l ��, .�. .i..' i,l.. F. f d' '
M in cover of.314feet will'be observed. �
,414
r '�� G i• - S � � �. 4 � iJ ..1's
9. Outside drop manholes are provided where invert separations exceed!• N/A • Meet (provide for separations > or = 2.5')
10.. Identify (by manhole number). those manholes that have drop connections: N/A
11. Maximum allowable infiltration/exfdtiation test rate: 100 GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
t; 1 i°.r� ..�� �-,or�.,•,h;,^^.;'��',�:.',", a^i^r•.it - ' ".11i •?' i
12. Minimum separation distances as shown on the plans and addressed in'the,specifications, If a, b, or c below is no, explain
,- :;. - rs �+;'_�.,;r .'�:r r•,:;. 13,. gip, ,, e. ..
in an attachment:
a) 100 ft. horizontal separation from wells or other water supplies? X Yes No
12 in, vertical separation from storm sewer or ferrous pipe sanitary sewer specified? .X. Yes No
c) 10 ft. horiz. sep. from water mains or 18 in vertical sep; (water over sewer) or ferrous pipe specified? _x—Yes No
GC 13., Are manholes~ subject to flooding? Yes _X, No. If Yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans)? ,Yes No; Or,, are the manholes watertight, vented
`i 1 foot above the 100-year flood elevation and vented every 1,000 feet (should be shown on plans)? Yes No.
�Y ` ,14..Identify (by manhole number) those manholes that are vented; ' N/A
15. • Does this *project involve any stream crossings? Yes . K No.'If yes, what precautions or special features have been
f; utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station
' number where stream crossings
are located:
Please note: The Division recommends all stream crossings be located three,(3) feet below the stream bed or ferrous
material pipe specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both the
25-year flood elevation and the 400-year flood elevation should be indicated on the plans.
{_ 16. Wastewatef collection systems May not be installed in WS-I watersheds.. Are any of the subject wastewater collection
systems located in a WS-1 watershed? Yes, X No.
FORM: GSA 06/94 Page 3 of 6
I

THIS 'APPLICATION PACKAGE WILL NOT BE ACCEPTED BY.THE DIVISION OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE.ITEMS ARE
:. INCLUDED WITH THE SUBMITTAL ''
Required Items
One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of. the applicant and the actual modification must be initialed by the NC Professional Engineer.
b Two (2) sets of detailed plans anspecifications signed and sealed by a North Carolina Professional Engineer. The plans must
r include a general location map,.. a !plan view of the sewer extension; a profile of the 'sewer extension, and must show the
proximity _of ,the sewer extension to other utilities and nateiral features. iSpecificatioiis may be omitted for delegated
authorities.: Each sheet'of the plans and the first page of the specifications must be; signed and sealed, Two (2) copies of the
existing permit -if, a modification.—iThe plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
y.. NOT FOR CONSTRUCTION, etc:) that indicate that they are, anything. other than final plans and specifications. However,
the plans and specifications Bray contain: FINAL DESIGN - NOT RELEASED FOR.CONSTRUCTION.
C. The appropriate permit processing) fee, in accordance with.15A NCAC 2H-.0205(c)(5).The fee for sewer extensions for
nondelegated municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to those
"' • governmental jurisdictions that' have specific delegation review aufhority,'as •granted by the Environmental Management
Commission) is�$200,Name\changes without other modifications are $i00
d If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from this
project is different from the applicant of the project; then a letter must be provided fiom the owner/authority of the WWTF
specifying the volume of flow that 'will be accepted. The letter should be a recent �etter and should refer to the project by the
same name as that identified on the'application and the plans/specifications:
e... If the application is being submitted in the name of a privately owned public utility; evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold thefranchise for the area to be served. In the
case of contiguous seivice area`s, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under,anexisting franchise.) .,
`f, 7r+ A properly executed Operational Agreement (original and two copies,- form provided by DEM) must be submitted if the sewer
extension will be serving single family residences, condominiums; mobile bomes,,oi town houses and if the subject sewer
extension is owned by the individual residents, a homeowners association,.or a developer. ,
g.. _ A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachmenti will be considered as part of the application and
y' should be numbered to correspond to the section to which they refer.
l;. t
materials and fees submitted in'support of this request for a permit become the;property of the Division of Environmental
S. , Management; therefore, if the:permit is not issued for any reason, the Division will return submitted materials only at its
t` option. ;' I
,4 .
r'f i� ;.. r,r {�;rf i i•,i t•,;IF%.,< ... r.r rt iq i � 1, ', 4 ,
FORM: GSA 06/94 Page 4 of 6

Name and Complete Address of Engineering Firm: Professional Surveying and Engineering Services
P.O. Box 1161
City; .Rutherfordton,,. State: NC • i Zip:,, 28139
Telephone Number: (- '704 " `. j ' ' 1287-7059 t
Professional Engineer's Certification:
I, David lnl_ Odom , attest that this application f_or f io l lanr� { creek Esfa }es
. P ,
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."":'1
North Carolina Professional Engineers Seal= Signature, and Date:
j : �: 2Q '�� :7 e
SEAL
jv(•1 t ,: • O e4' I / l Jr/[I 4,
Applicant's Certification:, I
I, Ckar 1, e" 1'�r'oo kS ": ,attest that this application foiy
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'reyuired supporting information and attachments are not included, this application package
will,be returned to me as incomplete.13
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS,`. SHOULD BE SENT TO THE, FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL'MANAGEMENT
y.t ,
WATER QUALITY SECTION "
:f = PERMITS AND ENGINEERING;jUNIT ,
POST OFFICE BOX 29535' I -
!. RALEIGH, NORTH • CAROLINA" 27626-0535
TELEPHONE NUMBER: [phone]
' I
S I
FORM: GSA 06/94 I Page 5 of 6

,
DIVISION. OF ENVIRONMENTAL -MANAGEMENT REGIONAL OFFICES (11193)
Asheville Regional WQ Supervisor Washington Regional WQ Supervisor
- Raleigh Regional WQ Supervisor
59 Woodfin Place
Post Office Box 1507
Post Office Box 27687
Asheville, NC 28801
Washington, NC 27889
Raleigh, NC 27611
[phone] "
i' [phone]
(919) 5714700
Fax [phone]
Fax [phone]
Fax''[phone]
Avery Macon `='`'
a
!! Beaufort '.Jones
Chatham . Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke . ...,:.� McDowell':.-,-,:
'; :,;_ '`„Camden ' ..Martin
r=
Ed gecombe Orange
Caldwell :-,;�; # Mitchell,, ;�, '
,,
;,•;E;;.a ChowanPamlico
Franklin Person
Cherokee, ;, Polk
Craven Pasquotank
:, Granville: Vance
Clay Rutherford
" " Currituck .. Perquimans
Halifax Wake
Graham Swain'
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell a
Lee Wilson
Henderson Yancy,
Greene Washington
::
Jackson
Hertford Wayne.-
Hyde
.,
j'
Fayetteville Regional WQ Superviso;<':
A, l
E Mooresville Regional WQ Supervisor
Re u
Wilmin gton Region. W Q Supervisor
Wachovia Building, Suite 714
919 North Main Street ., ,~„ :;"
127 Cardinal Drive Extension
Fayetteville, NC 28301
Mooresville, NC:28115• ~, ,>
;,, Wilmington, NC 28405-3845
[phone]
[phone]," �
[phone]
Fax [phone] '
Fax (704) 663-"6040
Fax [phone]
Anson Moore
Alexander Mecklenburg
Brunswick New Hanover
Bladen Robeson ' ,,
;... Cabamrs Rowan
Carteret Onslow
Cumberland Richmond
Catawba Stanly
Columbus Pender
Harnett .: ..._ Sampson
,Gaston Union
Duplin
Hoke :` t , , Scotland
i'" Ir�edell Cleveland
Montgomery, 'r, ;',:z; :;:
!' ' Lincoln
Winston-Salem Regional WQ Supervisor
i
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
i
Fax [phone]
Alamance Rockingham
Alleghany Randolph
'
Ashe Stokes .
j
Caswell Surry
Davidson Watauga
!
i
Davie Wilkes
h
r
i• ;
Forsyth Yadkin
Guilford
i
FORM: GSA 06/94
'
I
Page 6 of 6,.
"
i

State of North Carolina'
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
V
Mr. Tim Barth, Town Manager
Town of Spindale
Post Office Box 186
Spindale, North Carolina 28160
Dear Mr. Barth:
74jo •
[D FE F10
February 16, 1996
FED 2 2 Ig
WATER
Subject: Permit No. WQ0011893
Town of Spindale
Hamilton and Young Street
Sewer Extension
Rutherford County
In accordance with your application received January 2, 1996, we are forwarding herewith Permit
No. WQ0011893, dated February 16, 1996, to the Town of Spindale for the construction and operation of
the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
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 you. If you need additional
information concerning this matter, please contact Rick Moore at [phone] ext. 527.
Sincerely,
CC Cat' i
A. Prestoh Howard, H., P.E.
cc: Rutherford County Health Department
Asheville Regional Off ce; Wate%Quality Section
B.P. Barber and Associates
P_P�08ox 29535 Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION 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
Town of Spindale
Rutherford County
FOR THE
construction and operation of approximately 3,730 linear feet of 8 inch gravity sewer to serve 16, three
bedroom homes on Hamilton and Young Streets and the discharge of 5,760 GPD of collected domestic
wastewater into the Town of Spindale's existing sewerage system, pursuant to the application received
January 2, 1996, and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment, Health and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Spindale
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. 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 of Environmental Management 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.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7. 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. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC-27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained'in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. 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..
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including: those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. - Noncompliance Notification:
The Permittee shall report by telephone to the Asheville 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b.. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 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. .
Permit issued this the 16th day of February, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston H ward, Jr., P.EI Director
Division of vironmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0011893
I

Permit No. WQOO11893
February 16, 1996 i
F.NCINEER'S CERTIFTCATTON
L. , as a duly registered- Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, ,. for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that -the construction was observed to be built within substantial compliance -and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
J
1
3

State of North Carolina`
Department of Environment, „
Health and Natural Resources
1� Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
MR. DAVID GLENN
CENTENNIAL AMERICAN. PROPERTY
PO BOX 10588
^.'P 1 f R1tiT` TTT T r- c (DT T T I -I CAR (1T .TNT C�
March 1, 1996
5 \gSLbj ct: ' pplication No: WQ0012126
,,{� Lo Market
�,
�'�� OF��� mowers -Private
Rutherford County
Dear MR. GLENN:�`�
A ,
The Division's Peimnits and Engineering Unit acknowledges receipt of your permit application and
suppcq-ting.materials on February 29, 1996. This application has been assigned the number listed
Your project has been assigned to Rick Moore fora 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 arP F6dare our Eva uation�for this project, prior to final action by the
Division.
If you have any questions, please contact Rick Moore at [phone] extension 527. 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
INQUIRIES ON THIS PROJECT.,
Sincerely,
Car n D. cCaskill,
Supervisor, State Engineering Review Group
P _
cc: Asheville Regional Office
Hall Engineering
Pollution Prevention Pays
P.O., Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] „
An Equal Opportunity Affirmative' Action Employer

estate of North Carolina •
Department of Environment,
Health and Natural Resources
Division of Environmental Management
s B. Hunt, Jr., Governor
athan B. Howes, Secretary
�_,feston Howard, Jr., P.E., Director
March 29, 1996
Mr. David Glenn
Centennial American Properties, Ltd.
Post Office Box 10588
Greenville, South Carolina 29603
Dear Mr. Glenn:
gA;.W;V�
[DEHNR
Subject: Permit No. WQ0012126
Centennial American Prop., Ltd.
Bi - Lo Grocery Store
Sewer Extension
Rutherford County
In accordance with your application received February 29, 1996, we are forwarding herewith
Permit No. WQ0012126 dated March 29, 1996, to the Centennial American Properties, Ltd. for the
construction and operation of the subject wastewater collection extension.
Please note condition number five which states that 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 of Environmental Management accompanied by an
application fee, documentation from the parties involved, and other supporting materials as may be
appropriate. Failure to do so is considered a violation of this permit and is enforceable fhroubiI t11e i -Nk_.
The Town of Spindale is being notified by copy of this permit that the transfer of this, pennit and or thr
transfer of ownership of the subject sewer system is a violation of G.S. 143-215.3(a)(1) unless a formal
permit request and application fee are submitted to the Division of Environmental Management This permit
shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein.
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 arolina 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.
1��V' -
Uv"
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Matt Williams, E.I.T., at [phone], ext. 509.
Sincerely,
clo C
A. Preston Howard, Jr.; P.E.
cc: Rutherford County Health Department
Asheville Regional -Office,-Water-Quality Section
Hall"Engineerulg, Inc., Mr. William David Hall, P.E.
Town of Spindale, Mr. Ray Wilson, Mayor

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION 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
Centennial American Properties, T.Ard.
Rutherford County
FOR THE
construction and operation of approximately 1,316 linear feet of 8 inch gravity sewer to serve a 20,000
square feet commercial shopping center, in the Bi - Lo Grocery Store project and the discharge of 7,718
GPD of collected commercial wastewater into the Town of Spindale's existing sewerage system, pursuant
to the application received February 29, 1996, and in conformity with the project plan, specifications, and
other supporting data subsequently filed and approved by the Department of Environment, Health and
Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. 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. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Town of Srindale
Wastewater Treatment Facility prior to being discharged into the receiving stream.
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 of Environmental Management 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.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7 . 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. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may whiect the Permitter
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
1-0. 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.
11.. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville 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 either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to reccivui��
waters without treatment of all or any portion of the influent to such Station or fay:;:,; .
Persons reporting such occurrences by telephone shall also file a written report in letter form within
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.
13. This permit shall become voidable unless the agreement between Centennial American Properties,
Ltd. and the Town of Spindale for the collection and final treatment of wastewater is in full force
and effect.
Permit issued this the 29th day of March, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., RE.,- Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0012126
2

Permit No. WQ0012126
March 29, 1996
ENGINEERIS CERTIFICATION
I, , as a duly registered Professional Engineer in the Sidle 01 NOWI
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other -supporting materials.
Signature
Date
Registration No.

ITo: State Review Group
Permits and Engineering Unit
P. 0. Box 29535
Raleigh, NC 27626
From: Forrest R. Westal WaterQuality RegSupervisor,
Asheville Regionar*fce
Date: March 20, 1996
ME
SUBJECT: Procedure Four (4)
APN W00012126 State Review Group Permits & Engineering
Bi-Lo_Market Review Engineer —Rick Moore
Sewer -Private
Rutherford County Regional Office Contact Roger Edwards.klq�--
1) Name of wastewater treatment plant to receive the wastewater
Town of Spindale
2) WWTP design capacity 6.0 MGD
3) NPDES Permit No. NCO020664 Expiration Date 98/11/30
4) Compliance Information:
Present treatment plant performance
for previous _12_ months - beginning _95 02
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
7,718 GPD
domestic
industrial
other 100% commercial
6) Volume from previously approved projects not yet tributary to
WWTP 20160 GPD
7) Regional Recommendations: Approval X Denial
The receiving facility is having problems meeting toxicity, and
mercury as required in the permit. The facility has requested a SOC
for these two parameter and the SOC is being processed. However, the
discharge from this location would not be excepted to have a negative
impact on either of the parameters covered by the SOC.
E

GKEX78/MY
03/19/96
COHP`
- `,NCE EVALUATION ANALYSIS R.r. JRT
PERMIT--NC0020664
PIPE--001
REPORT
PERIOD:
9502 -9601
LOC --- E
FACILITY--SPINDALE
WWTP,
TOWN OF
DESIGN FLOW--
6.0000
CLASS--4
LOCATION--SPINDALE
REGION/COUNTY--01
RUTHERFORD
50050
00310
00530
00610
31616
50060
00300
MONTH
Q/bIt3D
BOD
RES/TSS
NH3-N
FEC COLI
CHLORINE
DO
95/02
3.3269
5.55
25.1
.00
170.8
.000
7.05
95/03
2.9500
7.18
26.5
.00
330.5F
.000
7.52
95/04
2.7800
5.13
20.9
.00
125.5
.000
7.69
95/05
3.2677
6.36
25.7
.22
241.6F
62.272
7.19
95/06
3.5233
5.60
24.1
.00
37.5
100.454
7.21 ,
95/07
3.0483
4.73
17.7
.00
10.4
146.842
7.45
95/08
4.4000
7.27
16.3
.26
55.8
46.956
6.90
95/09
4.0033
5.96
18.1
.00
38.0
.000
6.93
95/10
4.0064
5.73
14.2
.38
48.6
114.090
7.25
95/11
3.0666
7.29
21.4
.05
36.4
99.000
95/12
2.4129
7.31
25.9
.00
21.3
166.842
8..08
96/01
2.9192
11.70
25.8
.00
102.3
33.500
7.74
AVERAGE
3.3087
6.65
21.8
.07
101.5
64.163
7.36
MAXIMUM
7.8000
23.00
56.5
5.00
6000.0
1000.000
9.70
MINIMUM
.0000
1.50
7.5
LESSTHAN
LESSTHAN
LESSTHAN
6.00
UNIT
MGD
MG/L
MG/L
MG/L
#/100ML
UG/L
MG/L

_ �lsrwt®
e►s'
State of North Carolina
Department of Environment, Health, and Natural Resources �;:;oo
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Centennial American Properties, Ltd,
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Mr. David Glenn
3. Mailing Address: Post Office Box 10588
City: Greenville State: SC Zip: 29603
Telephone No.: 8{ 6 4 ) 2 71- 3 8 2 7
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Bi-Lo Grocery Store.
5. Application Date: 2 / 2 7 / 9 6 6. Fee Submitted: $ 400.00
7. County where project is located: Rutherford
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
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.
FORM: GSEA 4/91
Page 1 of 6

GRAV_11_ , SEWER EXTENSION
PAGE 2 (4/91)
-- III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. % Domestic; 10 0 . % 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.:
Grocery Store
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels: None
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
Grease traps.will be inside the building.
5. Volume of wastewater generated by this project: 7,718 gallons per day
6. Explanation of how wastewater volume was determined: See calculations
IV. DESIGN INFORMATION:
1. Brief project description: Install 1, 316 LF of 8" , gravity sanitary
sewer line, 6 each four foot diameter manholes, and
appurtenances
2. Name of wastewater treatment facility receiving wastewater. Spindale WWT Plant
a. Facility permit no.: NC 0 0 2 0 6 6 4
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater. Downstream sewers are adequately
sized to handle flow from this project.,
2of6

GRM,,___2t SEWER EXTENSION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Length Pipe C or@N Min. Max. Minimum Max. Minimum
(In.)- (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 11316 PVC/DIP 0.013 0.50 11.08 2.45 11.54 12"
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for -slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For. velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
None Required
5. Maximum sewer reach length between manholes: 31 5 linear feet.
6. This sewer line segment occurs between manhole no. 3 and manhole no. 4
7. Does the owner/operator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes X No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
None Required
9. Outside drop manholes are provided where invert separations exceed: 2 feet.
10. Identify (by manhole number) those manholes that have drop connections. MH # 5
3. of 6

t '
GRAVffSEWER EXTENSION'
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile. 10 0 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 fL horizontal separation from wells or other water supplies? X Yes _ No
b) 12 in. vertical.separation from -storm sewer or ferrous pipe
sanitary sewer specified? X Yes —No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? X Yes No
13. Are manholes subject to flooding? _Yes XNo
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, —Yes X No
(100 year flood elevation should be indicated on plans) Creek is contained in
b-anks during 100 YR flood
15. Or are manholes watertight and vented 1 foot above the 10�-year
flood elevation ( should be shown on plans): _Yes 2L No
16. Identify (by manhole number) those manholes that are vented: None
17. Does this project involve any stream crossings? _ yes L no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: between MH #3 and #4 .we cross a dry ditch.
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL,
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H".0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a .
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer. "
4of6

GRAVE—J SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Hall Engineering, Inc.
Post Office Box 8160, 714 Pettigru Street
City: Greenville State: SC Zip: 29604
Telephone No. 864-370-1560 FAX [phone]
Professional Engineer's Certification:
I, William David Hall , attest that this application for Centennial
American Properties, Ltd. 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. 12052
Print Name of EngineerWilliam David Hall
CAR
aaQ� %0� /
See a*%s aiA''(S
date):
b •
ov
1 Z�
Applicants 'CAT9i�
I, William David Hall —,attest that this application for Centennial
American Properties, Ltd.
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. _
Signature —Q Date 2 Z8
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
5of6

GRAVITY SEWER EXTENSION
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1,1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or =1,000 GPD and
Single Family Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400
$250
Sewer _ xE tensions
nondelegatedr—A$4
0
Sewer Extensions
(delegated)
$200
.0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that , have specific delegation
review authority, as . granted by the Division of Environmental
Management.
6of6

Fate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B.-Howes, Secretary
A. reston .Howard, Jr., P.E., Director
MR TIM BARTH
TOWN OF SPINDALE
PO BOX 1869
SPINDALE, NORTH CAROLINA 28160
C)F=H
January 2, 1996
Subject: Application No. WQ0011893
Hamilton & Young Street
Sewers -Public
Rutherford County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on December 27, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project.has been assigned to Rick Moore for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Eo.ur Evaluat_io_n for this project, prior to final action by the
Division. A
If you have any questions, please contact Rick Moore at [phone] extension 527. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
cc:
Asheville Regional Office
B.P. Barbour & Associates
Sincerely,
Carolyn D. Caskill
Supervisor, tate Engineering Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

r"tate of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
SOC Project: Yes, x No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.): 'Town of
Spindale, NC
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance):
Tim Barth, 'Town Manager
3. Mailing address: P.O. Box 186
Cir : Spindale State: N.C. Zip: 28160
Telephone Number:( 704 ) _ 286— 541
4. Project Name (please specify the name of the subdivision, facility, or establishment - - should be consistent with project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
..____ - Hamilton and' 'Young Street Sewer_Lines
5. Application Date: ..•.December 11, 1995... 6. Fee Submitted: S 400.00
6. County where project is located: Rutherford
II PERMIT. INFORMATION:
.
1.-, Application No. (will be completed by DEM)
2. Specify whether project is: x' new ; modificauon.
3. If this application is being submitted as a result of a modification to an existing permit, please complete:
F '
existing permit number and the issue date
4: Specify whether the applicant is x public or 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 scbool, subdivision, bospital,
commercial, industrial, apartments, etc.: Residential
3. Indicate any parameter(s) (and their concentration) that will be greater than normal domestic levels:, 'N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility? N/A
5. If a pretreatment permit is required, has one been issued? Ye's; No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued:
FORM: GSA 06194 Page 1 of 6

6. Volume of wastewater generated by this project ' 5760 gallons per day.
7. Explanation of how wastewater volume was determined: 16 Residences x3 bedroom (Avg.)
x 120 GPD = 5760 GPD
IV. DESIGN INFORMATION:
1. - Brief project description: Approximately 3680 L. F. of 8" PVC gravity sewer line and 40 L. F.
2. Dame of wastewater treatment facility receiving wastewater: Spindale WWTP
a. Facility Permit Number: NC 0020664
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
The smallest pipe downstream is 10" on a min. s1nne of 0_6°_ With the
additional flows added the sewer will be flowing at.690 of full (-a ac;
at a depth of 7"
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream: -10-inch
3. Summary of GRAVITY SEWER to be permitted, by diameter, length and, pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material'
Circle C or
N Factor &
Specify
Value
Minimum
Slope (%)
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
8"
3730
PVC
0.013
0.4%
9.08%
2.0*
1 4*
3611
NOTE: The
minimum velocity
must not be less than 2 fps.
For
public
sewers the
minimum, diameter is 8 inches.
For
private
sewers the
minimum, diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 foot
separation for slopes of 21 % to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes greater
than 50%.
For velocities greater than 15 fps, it is strongly recommended that.measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect
the sewer pipe and manholes? no measures are necessar= s; nce the maxirrnim vat ni-; t: i
10.4 fps which is less than 15 fps.
* NOTE: Based on Pipe Flowing Half Full.
FORNI: GSA 06/94 Page 2 of 6

5. Maximum length of sewer between manholes:
399.61 linear feet.
6. This sewer line segment occurs between manhole no. STA. 3 + 95 and manhole no. 7 + 94.61 ( Line No. 2 )
7. Does the owner/operator have the ability to clean this length? x Yes No. For sewer reach lengths greater
than 425 feet, please provide a letter from the owner/operator, stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? x Yes No. If Yes, what measures are being
taken to enable the sewers to withstand the loads?
H2O loading at manholes casting with a min. cover of 3.5' on sewer lines
9. Outside drop manholes are provided where invert separations exceed: 2 feet (provide for separations > or = 25)
10. Identify (by manhole number) those manholes that have drop connections: None
11. Maximum allowable infiltration/exfiltration test rate: 100 GPD/pipe diameter inch/mile of pipe.
Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans and addressed in the specifications: If a, b, or c below is no, explain
in an attachment: r
a) 100 ft. horizontal separation from wells or other water supplies? x Yes No
b) 12 in. vertical separation from storm sewer or ferrous pipe sanitary sewer specked? x Yes No
c) ' 10 ft. boriz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? x Yes No
13. Are manholes subject to flooding? Yes x No. If Yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans)? Yes No; Or, are the manholes watertight, vented
1 foot above the 100-year flood elevation and vented every-J,000 feet (should be shown on plans)? Yes No.
14. Identify (by manhole number) those manholes that are vented: N/A
15. Does this project involve any stream crossings? Yes x No. If yes, what precautions or special features have been
utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station
number where stream crossings are located: -
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both the
25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Wastewater collection s}•stems may not be installed in WS-I watersheds. Are any of the subject wastewater collection
systems located in a WS-1 watershed? Yes, x No.
FORM: GSA 06/94 Page 3 of 6

THIS APPLICATION PACKAGE (WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENT.
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two (2) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the
proximity of the sewer extension to. other utilities and natural features. Specifications may be omitted for delegated
authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is WO. The fee for sewer extensions for delegated municipalities (applies only to those
eovernmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is S200. Name changes without other modifications are S100. '-.7
d :; . If the owner/autbority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from this
project is different from the applicant of the project, then a letter must be provided from the owner/authority of the WWTF
specifying the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project by the
same name as that identified on the application and the plans/specifications.
If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to bold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
f. A properly executed Operational Agreement (original and two copies - form provided by DEM) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sewer
extension is owned by the individual residents, a homeowners association, or a developer.
g: A cover letter, which briefly describes the project, should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
h. All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Managtment; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORA: GSA 06194 Page 4 of 6

.ame and Complete Address of Engineering Firm: B.P. Barber & Associates, Inc.
349 East Blackstock Road
City: Spartanburg State: Sc Zip:
Telephone Number: ( 864 ) 576-6610
Professional Engineer's Certification:
I Robert S. Whitaker, P.E.
29301
attest that this application for Town of Spindale
Hamilton and Younq Street Sewer Lines
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 Seal, Signature, and Date:
C y�i
b
Applicant's Certification r�`"/
I, ~ Tim Barth , attest thatthis application for Town of Spindale,
Hamilton and Young Street Sewer Lines
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.
Signature �l.�.yav � Date z e-e-,- tber
THE. COl\1PLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION. AND.
MATERIALS, SHOULD BE SENT TO THE FOLLONVING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE IRUMBER: [phone] .
FORA: GSA 06194 Page 5 of 6

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Avery
Macon
Beaufort
Jones
Buncombe
Madison
Berne
Lenoir
Burke
McDowell
Camden
Martin
Caldwell
Mitchell
Chowan
Pamlico
Cberokee
Polk
Craven
Pasquotank-
Clay
Rutherford
Currituck
Perquimans
`graham
Swain
I?am
Pitt
HZ)"tA'ood
Transylvania
Gates
Tyrell
Henderson
Yancy
Greene
Washington
Jackson
Hertford
Warne
Hyde
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. ,WQ Supenisor
127 Car&Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson Moore
Alexander
Mecklenburg
Brunswick New Hanover
Bladen Robeson
Cabarrus
Rowan
Carteret Onslow
Cumberland Richmond
Catawba
Stanly
Columbus Pender
Harnett- Sampson
Gaston
Union
Duplin
Hoke Scotland.
Iredell
Cleveland
"
Montgomery
Lincoln
=
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone] .
Fax [phone]
Alan -lance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsvth Yadkin
Guilford
=
FORM: GSA 06/94 Page 6 of 6

To:
State Review Group
Permits and Engineering Unit
From: Forrest R. Westal
Water Quality Reg' al .Supervisor,
Asheville Regiona ffice
Date: 1/11/96
SUBJECT: Procedure Four (4)
APN _WO0011893 State Review Group Permits & Engineering Unit
Hamilton & Young Street Review Engineer —Rick Moore
Town Of Spindale �
Rutherford County. Regional Office Contact -Roger Edwards
1) Name of wastewater treatment plant to receive the wastewater
Town of Spindale
2) WWTP design capacity 6.0 MGD
3) NPDES Permit No. NC0020664 Expiration Date 11/30/98
4) Compliance Information:
Present treatment plant performance
for previous 1 months - beginning 12 94
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and.type of wastewater from proposed sewers:
domestic 5760 GPD
industrial
other
6) Volume from previously approved projects not yet tributary to
WWTP 0 GPD
7) Regional Recommendations:. Approval X Denial
This facility is under a SOC for toxicity. The addition of this
domestic flow will have no affect -on the facility in regard to the
identification of the toxicity problem. Phase II of the THE completion
date has been changed to April 2, 1996. This project is recommended for
approval.
(Any additional comments should be attached to this form)