WQ0038329_Regional Office Historical File 2015 to 2016

FI
L
NALD R
March 4, 2016
Ed Burchins, Town Administrator
Town of Andrews
P.O. Box 1210
Andrews, NC, 28901
Subject: Permit No. WQ0038329
Town of Andrews
Valley Homes, LLC
Wastewater Collection System Extension Pe
Cherokee County
Dear Mr. Burchins:
it
PAT MCCRORY
Governor
VAN DER VAART
5'ecrerarc
S. JAY ZI:MMERMAN
Director
'in accordance with your application received February 18, 2016, we are forwarding herewith Permit No.
WQ0038329 dated March 4, 2016, to the Town of Andrews (Permittee) for. 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effective from the date of issuance until rescinded, and shall ble subject to the conditions and limitations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 an 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 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.
State of North Carolina / Environmental Quality / Water Resources
2090 U.S. Hwy. 70, Swann oa, N.C. 28778

Town Administrator
Permit No. WQ0038329
If you need additional information concerning this matter, please contact Tim Heim
via e-mail at [e-mail]. .
Sincerely,
G. Landon Davidson, P.G., Regional Superviso`
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
cc: T. Dean Haney, P.E. —TD Haney Consulting Engineers, LLC (electronic copy)
��A RO�Ci!>f i ce eF fi l e s
Water Resources Central Files
PERCS (electronic copy)
G:\WR\WQ\Cherokee\Collection Systems\Andrews Collection System\WQ0038329 Valley Homes LLC.docx
Page 2 of 9

.-rt,..ML
1
Environmental
Quality
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 Andrews
Cherokee. County
for the construction and operation of approximately 2,730 linear feet of 8-inch gravity sewer to serve a
new residential community of 60 single-family homes as part of the Valley Homes, LLC project, and the
discharge of 21,600 gallons per day of collected domestic wastewater into the Town of Andrews existing
sewerage system, pursuant to the application received February 18, 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.
G. Landon Davidson, P.G., Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
Permit Number: WQ0038329
Permit Issued: March 4, 2016
Page 3 of 9

SUPPLEMENT TO PERMIT COVER SHEET
Town of Andrews 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 Andrews
Wastewater Treatment Facility in accordance with Permit Number NC0020800.
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 identified
below.
1. 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)]:
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.
Page 4 of 9

eration and maintenance plan including pump,station inspection frequency, preventative
aintenance schedule, spare parts inventory and overflow response has been developed and
Fd.
mplemented.
ump 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 26.0506(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
perrnittee 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:
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 (919)
Page 5 of 9

733-3300. Persons reporting any of the above occurrences shall file a spill report by comp)
submitting Part I of Form CS-SSO (or the most current Division approved form) within five
following first knowledge of the occurrence. This report must outline the actions taken or propose
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. [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.
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
Page 6of9

ions or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
r
on its own merit. Please note that variances to the Minimum Design Criteria should be
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 ma.intained 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
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. [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 may 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
TOWN OF ANDREWS
VOJECT:
WQ0038329
VALLEY HOMES, LLC
ISSUE DATE:
March 4, 2016
This project shall not be considered complete 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 to 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
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
Valley Homes, LLC 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]

l 8 3a q Final. Review Date:
~
�
(/
Reviewer; _;rv, - -
'
Application Fre Review
Project is located in a County currently covered by the m ig oral office
[:]No .
Application and suppoating documentation submitted in duplicate?
es QNo
One Origi ial and One Copy :
Correct apphcation ree submitted? G S 143 215.3D -
LJN0
Ensure that a check for $480 is submitted and made out
Application package is complete
`
application version TA 12-12)
YeCurnaPQNo
.
Briefproject narrative (per Section A ofFTA
[JN0
Certification of Public Convenience and Neces rovided
Dyes QNo
(if applicable) '
Operational Agreements; signed an dated
Yes []No.
. le)
(if applicable)
Flow Tracking;/ Acceptance Frnm: 3), signed,
No
Flow Tracking / Acceptance Plannln s . Addend
1 Yes. QNo_
Site Map .and Street Le . Map (per S F of )
QNo
Stream Classifica .` SCAS 01= . i ed" d date
Dyes QNo
(mustb" e C PE)
PE Certificatio placation ed, seal ed by
es QNo
,
Applicant C ed)
-Zyss allo .
PeOer ii o -.
1
ew Moth
Does the require a pe the a
�es-` []No
See 'fling by'Regul 1SA"' OZT0303 forproects deemed permitted
' y
Is the project eiigi the. Fast T o am? r
es QNo
Project not permatl tlae fast" program
Requites aniEa _ ental smentper i5A NCAC 61C .0408
Is an alternative s sure sewers STEP systems, vacuum systems, etc.)
Is fiuided through th _ cture Finance Section.
If -the .applicant is a private, entity (Private utilit,Y) �Dyes [j TO
Applicant has been designated as a public utility by the NC Utilities Cominission
Hass1submitted . Certificate of Public Convenience and Necessity (CPM
or Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
Ifthe-apphcant is a'private entity (Developer) / - []Yes, 13�0 .
Has submitted an executed Operational Agreement (DEV 06-13)
If the apphcant _is a Homeowner's or Property Owner's Association: �j/A--- QYes o
Has submitted an executed Operational Agreement (HOA 06713)
and, Copy of the Articles of Incorporation, Declarations and By-laws

Has the wastewater flow volume been calculated correctly (section B.9 of FTA 12-12)? Ltffes
UNo
*low is calculated per 15A NCAC 02T.0114
'l'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) [� s
[]No
Proper certification per 15A NCAC .0106 (b) s
es
❑No
❑No
Form is dated within one year.of receipt of application package _
[]Yes
Vo
Is FTSE Planning Assessment Addendum Required?
Required only for projects where available pump station. capacity is < 0.
Contact Central Office if needed,
Additional forms (FTSE 06-13) required? ❑Yes.
&X .
No.
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) :. [v]'Yes
[]No
Required if any portion of project is within'100'feet of anysprface;wateror 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.niinimum separations cannot be avoided
"sealed, EI/es
ONo
Has been signed, and dated by an N.C. PE _
Is Project design is in accordance with (see section B. 13 of FTA,12-12) [ i'es
❑No
15ANCAC 02T. . (�
a.
Gravity Sewer Minimum Design Criteria (latest version)
Minimum Design Criteria for Permittingof f Pump Stations and Force Mains (latest version)
If no, a variance approval is require ,per the requirements of 15A NCAC 021.0105(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
Qx/
'Contact the Central Office
Application Certification
Hasa N.C. PE stamped, signed, and dated the application? [�s
❑No
PE with active license in North Carolina? L�'Yes
❑No ,
Check the NCBEIS to ensure Engineer is currently registered to practice
NCBELS License Lookup
_
Applicant (Owner/Permittee) signature meets requirement of 15ANCAC .0106(b)? LyYes
❑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) . ' .
2

PA I
February 12, 2016
Mr. Tim Heim
Division of Water Resources
Non -Discharge Permitting Unit
North Carolina Department of
Environment and Natural Resources
2090'US Highway 70
Swannanoa, North Carolina 28778
9E. SVEED
Division of Water Resources
F EB 18 2016
Water Ouality Regional Operations
Ashevitie Rec�ianaf Office
RE: Water and Sewer System Improvements
Reagan Avenue/Valley Homes, LLC
Town of Andrews
Cherokee County, North Carolina
Dear Mr. Heim:
Please find enclosed, for your review, the following:
• One (1) original and one (1) copy of the executed Fast Track Application for Gravity
Sewers, Pump Stations and Force Mains, with supporting documents.
• Two (2) copies of the design calculations.
• Two (2) copies of the location map.
• One check in the amount of $480.00.
This project is located off Reagan Avenue on the western edge of the Town of Andrews and
will be constructed as an extension of the Town of Andrews public waste water collection system. It
will include approximately 2,730 linear feet of 8-inch gravity sewer line to serve a new residential
community of sixty (60) single family homes. The estimated flow will be 21,600 gallons per day.
If you have any questions, or require additional information, do not hesitate to call.
Sincerely,
T. D. Haney Consulting Engineers, PA
T. Dean Haney, PE
Enclosures
69 Jenhn5 Vallee load Alexander, North Carolina 28101
[phone]
15-102/th 12feb 16-D WQ
36 3a 9

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a
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711
TO MOVE FROM FIELD TO FIELD
0 Vrli�ernmittee:
Application Number:
(to be completed by DWR)'-�'-
own of Andrews
3 8 3 a
Full Legal Name (company, municipality, HOA, utility, etc.)
b. Ed Burchins - Town Administrator
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials)
c. The legal entity who will own this system is:
Individual ElFederal ❑ Municipality ❑ State/County ❑ Private Partnership ®C i�eFe
_❑
d. PO Box 1210
11 e. Andrews I Division of Water Fesources
Mailing Address
City
f. NC
119. 28901
State
i Zip Code
h. 828-321-3113
Telephone Facsimile
Project (Facility) Information:
11j.
E-mail "ional Opera n
` 1N ter nuagt R_q
4— fiche /ilia
a. Valley Homes, LLC
F2b. Cherokee
Brief Project Name (permit will refer to this name) v
I County Where Project is Located
T Dean Haney - Engineer
Name and Affiliation of Someone Who Can Answer Questions About this Application
828-777-9219 3c.
Phone Number j E-mail
Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
Owner is ® Public (skip to Item B(3)) ❑ Private (go to Item 2(a))
If private, applicant will be: 1 2b•
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
❑ Leasing units (lots, townhomes, etc. - skip to Item B(3))
❑ Selling units (lots, townhomes, etc. - go to Item B(2b))
Town of Andrews
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewatei
Town of Andrews Wastewater Treatment Plant 14
Name of WWTF
If sold, facilities owned by a (must choose one
❑ Public Utility (Instruction D)
❑ Homeowner Assoc./Developer (Instruction E)
WWTF Permit No.
I 5b. 88" & 10 Gravity
5a. Town of Andrews 5c. Not Available
15 ❑ Force Main
Owner of Downstream Sewer Receiving Sewer Size Permit # of Downstream Sewer (Instruction F)
The origin of this wastewater is (check all that apply):
® Residential Subdivision ❑ Retail (Stores, shopping centers) 100% Domestic/Commercial
❑ Apartments/Condominiums ❑ Institution % Industrial
❑ Mobile Home Park El Hospital
El School El Church
(Attach Description)
❑ Restaurant ❑ Nursing Home % Other
❑ Office ❑ Other (specify):
(Attach Description)
Volume of wastewater to be allocated or permitted for this particular project: 21,600 gallons per day
*Do not include future flows or previously permitted allocations
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)
FTA 08-13 APPLICATION Page 5 of 6

W
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a
Morastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
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
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).
60 3 Bedroom Homes @ 360 gpd = 21,600 gpd ,r
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
Size (inches)
New Gravity or Additional
Length (feet)
Force Main
8
2,732 I Gravity
j
i
11. Summary of Pump Stations wl associated Force Mains to be Permitted (attach additional sheets as necessary)
;Pump Station Location ID: (self chosen - as shown on plans/map for reference)
i
`Longitude: Latitude:
1
j Design Flow
i (MGD)
Power Reliability Option
Operational Point
; p 1 -permanent generator w/ATS;
Force Main Size
! Force Main Length
GPM @TDH ' 2 - portable generator w/MTS
I
I
Pump Station Location ID- as shown on for reference)
(self chosen - plans/map
!Longitude: Latitude:
i
j Design Flow
Power Reliability Option
Point
(MGD)
IO erational
pGPM @TDH 1 -permanent generator w/ATS; Force Main Size I Force Main Length
i
! 2 - portable generator w/MTS
� I
I
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
a
Yes ® No If Yes, permit number of 2"d treatment facility:
i
(RO — if "yes" to 13,12 please contact the Central Office PERCS Unit)
113. Does the sewer system comply with the Minimum Design Criteria for the 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
I
�I
FTA 08-13 APPLICATION Page 6 of 6

permits/certifications been submitted for approval for the system or project to be served?
Fedime
tream Crossings - General Permit or 401 Certification? ❑Yes [INo ElN/A
ntation and Erosion Control Plan? ❑ Yes ❑ No ® N/A
Trout Buffer Waiver? ❑ Yes ❑ No ® N/A
Stormwater? ❑ Yes ❑ No ® N/A
5. Does this project include any high priority lines (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
if Yes: ❑ and provide details: .
71.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
I, Ed Burchins, Town Administrator, attest that this application for Reagan AvenueNalley Homes. LLC has
been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
j
this application are not completed and that if all required supporting documentation and attachments are not included, this
f
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
I
certification in any ap . tion shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
as well as civil pen W to $25, 000 per violation.
Signing O cial Signature Date
T
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
j
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
U
TO OTHER UTILITIES, DESIGN CALCULATIONS, ETC. REFER TO 15A NCAC 02T .0305
z
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_
H
j2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
0
1, T Dean Haney ,attest that this application for Reagan AvenueNalley Homes. LLC has been
LL.
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
W
Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of
Q
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 143-215.6B, 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. T Dean Haney
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Professional Engineer Name
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�2b. T D Haney Consulting Engineers, PA
Engineering Firm
,2c. 69 Jenkins Valley Road
Mailing Address
2d. Alexander 2 Ne C 2f. 28701
City State ( Zips
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as �b
2g. 828-777-9219 ��f� j7���Lh►"V
Telephone ; Facsimile ! E-mail
NC PE Seal, Signature & Date
FTA 08-13 APPLICATION Page 7 of 6

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Applications
(FTSE 08-13)
Project Applicant Name: Town of Andrews
Project Name for which flow is being requested: Valley Homes, LLC
More than one FTSE 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: Town of Andrews
b. WWTP Facility Permit #: NC
All flows are in MGD
c. WWTP facility's permitted flow
1.5
d. Estimated obligated flow not yet tributary to the WWTP . 7Sq
e. WWTP facility's actual avg. flow
.711
f Total flow for this specific request
0.0216
g. Total actual and obligated flows to the facility
. 7/ /
h. Percent of permitted flow used!
°b
11. 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:
(A) (B)
(C) (D)=(B+C) (E)=(A-D)
Design
Obligated,
Pump Average Daily Approx.
Not Yet Total Current
Station Firm Flow" Current Avg.
Tributary Flow Plus
(Name or Capacity,* (Firm / pf), Daily Flow,
DailyFlow, Obligated Available
Number) MGD MGD MGD
MGD Flow Capacity***
MIA
RECEIVED
Division of water hesourOUS
F FB 1 8 2016
Water Quality Regional Operations
- The Firm Capacity of any pump station is defined as the maximum pumped flow that
can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0,
Page 1 of 6
FTSE 08-13

Statement:
I . Ed Burchins certify to the best of my knowledge that 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, given the implementation
of the planned improvements identified in the planning assessment where applicable. 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
plus all attached planning assessment addendums for which I am the responsible party.
Signature of this forr/indicates acceptance of this wastewater flow.
Signing Official Signature Date
Page 2 of 6
FTSE 08-13

State of North Carolina
lepartment of Environment and Natural Resources
Division of Water Quality
ATERSHED CLASSIFICATION ATTACHMENT
tiny cnanges made t® 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 I" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify 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.
1. Applicant's name (name of the municipality, corporation, individual, etc.):
ED BURCHINS, Town Administrator —TOWN of ANDREWS
2. Name and complete address of applicant:` TOWN of ANDREWS
City: ANDREWS State: NC Zip: 28901
Telephone number: [phone] Facsimile number: (
3. Project name (name of the subdivision, facility or establishment, etc.): WATER and SEWER SYSTEM
IMPROVEMENTS REAGAN AVENUE/VALLEY HOMES, LLC
4. County where project is located: CHEROKEE
5. Name(s) of closest surface waters: VALLEY RIVER
6. River basin(s) in which the project is located: HIWASSEE
7. Topographic map name and date: ANDREWS PHOTO REVI.SED..1990
8. North Carolina Professional Engineer's seal, signature, and date:
co Q Ey +
Ci�/,�
V
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
Please provide me with the classification(s) of the surface waters, watershed(s), and aappropriate river basin(s) where
these activities will occur, as identified on the attached map segment: C
Name(s) of surface waters and river basin(s):.
Classification(s) (as established by the EMC):
Proposed classification(s), if applicable:
River basin buffer rules, if applicable:
Signature of regional office personnel:
pivis�or%
Rer p
a� pcerat�ons
h
Date: ti Wa3e� C1���litY� �E 1
FORM: WSCA 10/99
Page 1 of 2

4AME-
AVERAGE DAILY FLOW
Reagan AveNalley Homes, LLC, Town of Andrews
15-102
FACILITY TYPES
residential Subdivision
Type Unit
No. Units
Gallons/Unit
Average Daily Flow
(gpd)
Average Daily Flow
9Pm)
Residence
60
360
21,600
15
Total Daily Flow
21,600
15
° °'" of Water Fe5°
pivislop
� Eb A. a N16
Regional OPecati�ons
NWO (qua\dY ,fie( ions
�shE�!

REAGAN AVENUE/VALLEY HOMES, LLC
TOWN of ANDREWS
Mamhole Floatation Calculations
MANHOLE # 4.9 Nominal Depth
Concrete Wt. =
150 Ibs/cf
Earth Overburden Wt. =
90 Ibs/cf
Water Wt. =
62.4 Ibs/cf
(A.)
Inside Diameter =8
in.
Volume per foot of wall height
Inside Diameter =
4 %
= Outside Dia. Area - Inside Dia. Area
Wall Thickness =
in.
= 5.78 cu.ft.
Outside Diameter =
58 in.
Outside Diameter =
4.8 ft
Weight of Manhole per foot of wall height
= Volumn per foot of wall height X Concrete Wt.
= 867lbs/ft
Weight of Water per foot of wall height = Inside Dia. Area X Water Wt
784 lbs/ft
(B•)
USE WITH STANDARD MANHOLE SASE SECTION
Base Thickness = ; 8 in. Volume of base = Outside Dia. Area X Base Thickness
Base Thickness = 0.7 fL = 3.85 cu. ft
Weight of base = Volume of Base X Concrete Wt
578 lbs.
(C•)
USE WITH EXTENDED EASE SECTION
Extended Base Dia. 16 in.
Extended Base Dia. = 5.833 ft.
Extended Base Area = 26.11 sq. ft. Volume of base = Extended Base Area X Base Thickness
13.36 cu. %
Base Thickness = 6; in.
Base Thickness = 0.5 ft Weight of base = Volume of Base X Concrete Wt
2003 lbs.
Earth Overburden Area = Extended Base Area - Outside Dia. Area
8.37` sq. ft.
Earth Overburden Weight per foot of depth = Earth Overburden Area X Earth Overburden Wt
754 lbs/ft
Top Elev.
Invt. Elev.
Depth
Wt Riser
Wt. Base*
Earth Overburden
Wt.**
Total Wt.
Water Wt.
Add.
Concrete Wt.
1721
1 1117
1 4
1 3467
1 2003
1 3014
1 8485
1 7837
1 -647
* Use Section B with Standard Manhole Section or Section C with Extended Base Section

REAGAN AVENUE/VALLEY HOMES, LLC
TOWN of ANDREWS
Mamhoie Floatation Calculations
MANHOLE # 7.9 Nominal Depth
Concrete Wt. = 150 Ibs/cf
Earth Overburden Wt. = 90 Ibs/cf
Water Wt. = 62.4 Ibs/cf
Inside Diameter = `i8. in. Volume per foot of wall height
Inside Diameter = 4 ft.
= Outside Dia. Area - Inside Dia. Area
Wall Thickness = .. .. .'; 5 : in. = 5.78 cu.ft
Outside Diameter = 58 in.
Outside Diameter = 4.8 ft Weight of Manhole per foot of wall height
= Volumn per foot of wall height X Concrete Wt.
867 lbs/ft
Weight of Water per foot of wall height = Inside Dia. Area X Water Wt
784 lbs/ft
(B.)
USE WITH STANDARD MANHOLE SASE SECTION
Base Thickness = '`; _:`8. in: Volume of base = Outside Dia. Area X Base Thickness
Base Thickness = 0.7 ft. = 3.85 cu. ft.
Weight of base = Volume of Base X Concrete Wt
578 lbs.
(C•)
USE WITH EXTENDED BASE SECTION
Extended Base Dia. = 70s in.
Extended Base Dia. = 5.833 ft.
Extended Base Area = 26.71 sq. ft. Volume of base = Extended Base Area X Base Thickness
13.36 cu. ft
Base Thickness = 6 in.
Base Thickness = 0.5 ft Weight of base = Volume of Base X Concrete Wt
2003 lbs.
Earth Overburden Area = Extended Base Area - Outside Dia. Area
so. ft.
Earth Overburden Weight per foot of depth = Earth Overburden Area X Earth Overburden Wt.
754 lbslft
Top Elev.
Invt. Elev.
Depth
Wt. Riser
Wt. Base*
Earth Overburden
Total Wt.
Water Wt.
Add.
Wt.**
Concrete Wt.
1716
1709
7
6067
2003
5275
1 13346
7837
-5509
Use Section B with Standard Manhole Section or Section C with Extended Base Section
** Add Earth Overburden only with Extended Base Manholes

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