WQ0034537_Permit (Issuance)_20100112

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North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H.Sullins Dee Freeman
Governor Director Secretary
January 12, 2010
Lee Smith, Utilities Director
City of Hendersonville
P.O. Box 1760
Hendersonville, N.C. 28793-1760
Subject: Permit No. WQ0034537
City of Hendersonville
Carriage Park Section 16, Phase 1
Wastewater Collection System Extension
Dear Mr. Smith: Henderson County
In accordance with your application received December 29, 2009,we are forwarding herewith
Permit No. WQ0034537, dated January 12, 2010, to the City of Hendersonville 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date of issuance until rescinded, and shall be subject to the conditions and limitations as specified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 Permit Condition 3 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 an 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 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.
NorthCarolina
Naturally
SURFACE WATER PROTECTION—ASHEVILLE REGIONAL OFFICE
Location:2090 U.S. Highway 70, Swannanoa,NC 28778
Phone:[phone]TAX:828 299-70431Customer Service:1-877-623-6748
Internet:www.ncwatercuality ore

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City of Hendersonville-WQCS0034537 January 12, 2010 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 City of Hendersonville for the construction and operation of approximately 1710 linear
feet of 8-inch gravity sewer; to serve 30 3-bedroom residences, as part of the Carriage Park Section 16,
Phase 1 project, and the discharge of 10,800 gallons per day of collected domestic wastewater into the
City of Hendersonville's existing sewerage system, pursuant to the application received December 29,
2009 and in conformity with 15A NCAC 2H .0200; 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; AND,
The sewage and wastewater collected by this system shall be treated in the City of
Hendersonville's Wastewater Treatment Facility (Permit No. NC0025534) prior to being discharged into
the receiving stream. The Operational Agreement between the Permittee and the Environmental
Management Commission is incorporated herein by reference and shall be a condition of this permit.
Noncompliance with the terms of the Operational Agreement shall subject the Permittee to all sanctions
provided by North Carolina General Statutes §143-215.6A to §143-215.6C for violation of or failure to
act in accordance with the terms and conditions of this permit.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 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. Don Price at
[phone].
Sincerely, /J
r�Li C Gr L�GG`l�1 V
for Colleen H. Sullins, Director
Division of Water Quality
cc: Henderson County Health Department a Y
�A sh'evllle`Regional Offiee` Surtace Wa er rofecii- (WVV--F—P-ermit�No N�C'OGi 34) '
Paul Patterson, PE/PLS, Patterson and Patterson Engineers
Water Quality Central Files
PERCS Files
SASMIHenderson\Collection SvstemslHendersonville CSl-S0034537 01 12 2009 Carriage Park Section 16 doc

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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION 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 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 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.
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 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 §143-215.11C.
I

-PERMIT NO WO0034537 City of Hendersonville Carriage Park Section 16 Phase 1 Henderson County January 12, 201
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 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.
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:
2

PERMIT NO WO0034537 City of Hendemonville. Carriage Park Section 16 Phase 1 Henderson Qnunty la;__nuan 12, 201
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.
12. 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.
Permit issued this the 12th day of January, 2010
NORTH CARROLLINA ENVIRONMENTAL MANAGEMENT COMMISSION
J ,u ( .
for Col4en H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ000034537
3

PERMIT NO WQ0034537 My of Hendersonville arriage Park Section 16 Phase 1 Henderson County January 12, 201
ENGINEERING CERTIFICATION - POST CONSTRUCTION
System Description:
Complete and submit this form to the Asheville regional office with the following:
permission is hereby granted to the City of Hendersonville for the construction and operation of approximately
1710 linear feet of 8-inch gravity sewer; to serve 30 3-bedroom residences, as part of the Carriage Park Section
16, Phase 1 project, and the discharge of 10,800 gallons per day of collected domestic wastewater into the City of
Hendersonville's existing sewerage system
• 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 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:
....................._........................._...............-...................i
i
SEND THIS FORM & SUPPORTING DOCUMENTATION
j I WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
i
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
I ASHEVILLE REGIONAL OFFICE
i 2090 US HIGHWAY 70
I 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 Engineers Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

,03 J 1ii 00034537 north Carolina
mlent of E..... ..... ... .. .._ ural Resources
r lam- s. l Division of Water Quality
FAST-TRACK APPLICATION
l t'1 I (FTA 12/07 very)
0 ( JL ,,r, VI EN, $Ag CSFrWE ,gUMP STATIONS, AND FORCE MAINS
e= AShr-v fflress el&N'acu'ilaige ers ste ris are not to be included as part of this application package)
9
INSTRUCTIONS: Indicate that;;you have includediaddressed the following list of required application package items by
checking the space provided next'to each ap'plicable'item."'Failure to'submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site orby calling the Regional Office serving your county:
http://h2o.enr.state.no.us/peres/Collection%20Systems/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 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
pF-19A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
coi... iercial 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-10107 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

�l 6�- 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(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, Pander
[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:
h ttp://h2o.enr.sta te.nc.us/peres/Coll ection%20Systems/Co//e ctionSystemsHome.html
or contact the Regional Office serving your county.
FTA12/07

t '''-� A hcationNumber -^'
USE THE TAB KEY TO MOVE FROM FIELD TOt F QLDl PP
r-� to be-completed-by DWQ),- V_lIfQ0034537
IU
11. owner/Permittee: L lU L L�
1a. Cit of Hendersonville !' '-. I
Z I Full Legal Name(company, municipality, HOA, utilit—y etc.) 1 nn EG — 9 7e�
1 b. Lee Smith, Utilities Director r I
Signing Official Name and Title(Please review 1'5A NCAC gT.0106 (b) for authorized signing officials!)
WATER Q,i.i LITY S�CTOIJ i'i
111c. The legal entity who will own this system is: t n� t t
❑ Individual ❑ Federal Z Munici alit ❑ State/Couri—❑ Private Partnershi ❑'Co oration ❑ Other s eci
0 1d. P.O. Box 1760 v 1e. Hendersonville
LIL Mailing Address City' -
K '1f. NC 1g. 28793-1760
Z State Zip Code
0 1h. 828-697-3061 li. 828-697-1707 1j. Ismith cit ofhendersonville.or
Q Telephone Facsimile E-mail
U 2. Protect(Facility) Information:
J 2a. Carriage Park Section 16 Phase 1 -Sewer Line Extension b. Henderson
aBrief Project Name (permit will refer to this name) County Where Project is Located
Q 3. Contact Person:
Q3a. Paul Patterson, PE/PLS @ Patterson&Patterson
Name and Affiliation of Someone Who Can Answer Questions About this Application
b. 828-692-6629 c. [e-mail]
Phone Number I E-mail
11. Project is Z New ❑ Modification(of an existing permit) If Modification, Permit No.:
2. Owner is Z 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. City of Hendersonville
Z I Owner of Wastewater Treatment Facility(WWTF)Treating Wastewater From This Project
4a. City of Hendersonville WWTF 4b. NCO025534
F Name of WWTF WWTF Permit No.
Q
5a. City of Hendersonville b. 8" Z Gravity c. Not Known
jOwner of Downstream Sewer Receiving Sewer Size ❑ Force Main Permit#of Downstream Sewer (Instruction E)
LL6. The origin of this wastewater is check all that a I :
Z
� Z Residential Subdivision ❑ 100% Domestic/CommercialRetail (Stores, shopping centers) —
❑Apartments/Condominiums ❑ Institution % Industrial(attach
❑ Mobile Home Park ❑ Hospital description.)
JJ El School El Church (RO:contact your Regional Office
L
f U ❑ Restaurant El Nursing Home Pretreatment staff))
❑ Office ❑ Other(specify):
m I % Other(specify):
7. Volume of wastewater to be allocated or permitted for this particular project: 10,800 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)
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 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).
30 Homes @ 3 bedrooms per home @ 120 gpd per bedroom= 10,800 gpd
10. Summary of Sewer Lines to be Permitted(attach additional sheets if necessary)
Size (inches) Length(feet) New Gravity or Additional
Force Main
8"SDR35 PVC 513 Gravity
8"CL350 D.I. 1197 Gravity
Q11. Summary of Pump Stations w/associated Force Mains to be Permitted (attach additional sheets as necessary)
LLI
D 'Pump Station Location ID (self chosen -as shown on plans/map for reference)
Z _
F, Design Flow Power Reliability Option
Z (MGD) Operational Point 1 -permanent generator w/ATS; Force Main Size Force Main Length
O GPM @TDH 2-portable generator w/MTS
U .
Z
0
Q !Pump Station Location ID (self chosen-as shown on plans/map for reference)
f Design Flow Power Reliability Option
Operational Point
(MGD) TDH 1 -permanent generatorw/ATS; Force Main Size Force Main Length
GPM
O I e° 2-portable generator w/MTS
LL
Z
F-
Pump Station Location ID (self chosen -as shown on plans/map for reference)
LU
d Design Flow O Power Reliability Option
(MGD) perational Point 1 -permanent generator w/ATS; 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?
1
❑Yes ® No If Yes, permit number of 2ntl treatment facility
I(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
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
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
i
Check if Yes: ® and provide details (Aerial Crossing of drainage ditch to include concrete piers and mechanical joint pipe
fittings. All cross country sewer pipe to be ductile iron.)
" 1. Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Lee Smith attest that this application for Carriage Park Section 16, Phase 1 -Sewer Line 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 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 o 5,000 per violation.
1a /�cq
S' fig O ial nature I D to
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
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
O
Q2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
V 1, Robert Paul Patterson attest that this application for Carriage Park Section 16, Phase 1 -Sewer Line Extension has
ILL been reviewed by me and is accurate, complete and consistent with the information in the engineering plans, calculations,
F and all other supporting documentation to the best of my knowledge. 1 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
W for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast-Track Permitting of Pump
O 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 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$25,000 per violation.
a. Robert Paul Patterson •` " r� r"•
Professional Engineer Name ,�'``��Et.µ.$:::;�jk����',�
b. Patterson& Patterson _ 7
Engineering Firm !S
2c. P.O. Box6114 — SEAL
: C) 023131_q 'o
Mailing Address B S (
2d. Hendersonville 2e. NC f. 28793-6114 + � I; •°<p
City State Zip �
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g. 828-692-6629 h. 828-692-6629 2i. [e-mail]
Telephone Facsimile E-mail NC PE Seal,Signature&Date
FTA12/07

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Henderson County Scale: 1 Inch = 2000 Feet.
CountyMapper Date: 02/12/2009
February 2009
This map is within this juprir e thIe menl xtyfound
motrM,ond scomporearoeseds.plats,and other public retards and data. Users of this map
era hereby notified met the aforementioned public primary
Information sources should be=e ulted fa 1='.etion of
the inframstion mmained w this map. The Canty and mappn g
wmparry assume rw legal respons my for the Informahon
umtained an Nis map.

PAI TERSON & PATTERSON
PAUL PATTERSON WILLIAM PATTERSON
PROFESSIONAL ENGINEER/LAND SURVEYOR PROFESSIONAL LAND SURVEYOR
P.O.BOX 6114
HENDERSONVILLE, NC28793-6114 ,
1-828-692-6629(FEL&FAX) ca a,Hz
MEMORANDUM
DEC To: NCDENR-Division of Water Quality ��^� 2 9 2009 � 1
I
From: Paul Patterson, PE ��� �
Date: March 18,2009 (Submitted 12/28/09) WATER QUAIJTY SECTION j
Subject: Carriage Park, Section 16 - Phase 1 (Sewer Ex EhsiQl7—SHEVILI E RECICUAL OFFICE
I have enclosed herewith the appropriate copies of the FTA 12/07 very form, application fee,
and additional required information/maps. A narrative of the above project has been included in the
engineering calculation letter.
I am hereby requesting that the package be reviewed by your office and an approval letter be
given,provided the package meets your requirements. Should you have any questions and/or
comments concerning the plans,please feel free to call. Thanks in advance for you cooperation in
this matter.
Sincerely,
6 p, 6�
Paul Patterson, PE/PLS
cc: File: 06-12-74-ENG
ENGINEERING - SURVEYING - PLANNING

PATTERSON & PATTERSON
PAUL PATTERSON WILI..IAM PATTERSON
PROFESSIONAL ENGINEER/LAND SURVEYOR PROFESSIONAL LAND SURVEYOR
P.O.BOX 6114
HENDERSONVILLE, NC28793-6114
1-82M92-6629 CTEL&FAX)
MEMORANDUM
To: NCDENR-Division of Water Quality
From: Paul Patterson, P.E.
Date: March 18, 2009 (Submitted 12/28/09)
Subject: Carriage Park Section 16 (Phase 1)
Tax Parcel Number: 00-9560-12-6357-55
Sewer Utility Extension
An extension of the existing sewer located within Section 15 of Carriage Park is required to
provide sewer service to Phase 1 of Section 16 of Carriage Park. This section is situated just north of
the roundabout in Section 15 off of Millbrae Loop. This project is proposed to be a single family
residential development. The sewer extension will serve a total of sixteen (16) lots generating an
estimated 10,800 gallons per day of sanitary sewer for treatment by the City of Hendersonville. The
proposed site is currently owned and being developed by:
Carriage Park Associates,L.L.C.
2827 Haywood Road
Hendersonville,NC 28791
Mr. Dale Hamlin, General Manager
[phone]
At the present time, Mr. Hamlin will be responsible for signing the Sewer Utility Extension
Agreement(SUEA) with the City of Hendersonville.
The project will be served by gravity sewer consisting of eighteen (IS) standard precast
manholes, 513 linear feet of 8" SDR35 PVC Sewer Pipe, 1197 linear feet of 8" CL350 D.I. Sewer
Pipe, and thirty (30) sewer laterals. The small lift station within Section 15 will need to be upgraded,
such that the impellers for the pumps are 6.75 inches each. For additional information, contact the
Engineer. (The above quantities are approximate.)
This project should be completed within one hundred twenty (120) working days after final
grading has been completed, assuming favorable weather conditions. At the present time, I will be
observing and monitoring the progress of construction for this project. All correspondence for this
project shall be directed through the Engineer via information shown hereon or by email at
[e-mail]
Once complete and approved,the City of Hendersonville Water& Sewer Department will
take over ownership of the system. The City of Hendersonville Water and Sewer Department can be
contacted at:
ENGINEERING - SURVEYING - PLANNING

Water& Sewer Department
Engineering Division
318 Fourth Avenue East
P.O. Box 1760
Hendersonville,N.C. 28793
Telephone No. [phone]
Fax No. [phone]
The project will be served by public water also owned (or to be owned)by said city department. The
proposed system ties into the existing sewer system within Section 15 of Carriage Park. Except as
noted above, the existing sewer system within Carriage Park should be sufficient to handle the
proposed sewerage for the entire proposed project.
We are asking that the plans be reviewed by your office. Should you have any questions
and/or comments concerning the plans, please feel free to call. Thanks in advance for you
cooperation in this matter.
Sincerely,
62"tolpotz—p—
Paul Patterson, PE/PLS
cc: File: 06-12-74-ENG
ENGINEERING - SURVEYING - PLANNING

PATTERSON & PATTERSON
PAUL PAT IERSON WILLIAM PARSON
PROFESSIONAL ENGINEER/LAND SURVEYOR PROFESSIONAL LAND SURVEYOR
P.O.BOX 6114
HENDERSONVILLE, NC28793-6114
1-828-692-6629(TEL&FAX)
MEMORANDUM
TO: NCDENR-DIVISION OF WATER QUALITY
FROM: PAUL PATTERSON,P.E.
DATE: MARCH 18,2009 (SUBMITTED 12/28/09)
RE: CARRIAGE PARK, SECTION 16, 100-YEAR FLOOD EVALUATION,
HENDERSON CO.,NC
I have reviewed the Flood Insurance Rate Maps (FIRM) for the proposed sewer extension for
Carriage Park, Section 16, Phase 1. The proposed extension is located in Zone X according to FIRM
Map Number 37009650000J, effective date October 2, 2008.
Therefore, it is my professional opinion that the sewer extension is not located within a
designated flood hazard area. Should you have any additional comments or questions,please feel
free to call.
Thanks in advance for your assistance and cooperation in this matter.
Sincerely, �111%J11 Ilij,
(ik.H CAR �'`�.
p ,......«
6Ze
Paul Patterson, P.E. € SEAL 9`•s
0q 023131 ¢p
CC: FILE(06-12-74-ENG) '�F •Fi� �F r Q`a
ENGINEERING - SURVEYING - PLANNING

O¢ WATER State of North Carolina
�� OG Department of Environment and Natural Resources
Division of Water Quality
> —1
O -c Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE—10/07)
Project Applicant Name: City of Hendersonville
Project Name for which flow is being requested:
More than one FTSE-10/07 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: City of Hendersonville Waste Water Treatment Facility
b. WWTP Facility Permit#: NC 0025534
All flows are in MGD
c. WWTP facility's permitted flow 4.8
d. Estimated obligated flow not yet tributary to the WWTP 0.20336
e. WWTP facility's actual avg. flow 2.400
f. Total flow for this specific request 0.01080
g. Total actual and obligated flows to the facility 2.61416
h. Percent of permitted flow used 54.5
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
Station Id No. 035 Carriage Park
High Fields Court 0.058 0.000
Station Id No. 036 Carriage Park
Crest Drive 0.115 0.003
Station Id.No. 038 Carriage Park
Carriage Park Way 0.202 0.059
III. Certification Statement:
I, Lee Smith, Utilities Director, 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 wasimvater flow.
/ / 1Z�
Sig ' g O cial gnature Date

CITY OF HENDERSONVILLE
WATER AND SEWER DEPARTMENT
Pump Station Information
Station ID No.035 Carriage Park-High Fields Ct.
Pump No. Pum in Rate,gpm Flow Rate,gph 'Pump Run Time/Month, hrs. Gallons/Month GPD
Design Actual
1 40 64 3,852 0.21 809 27
2 40 73 4.404 0.00 0 0
0 0 0
40 Firm Capacity,gpm 0 0
0.058 Firm Capacity, MGD 0.000
MGD
Station ID No.036 Carriage Park-Crest Dr.
Pump No. Pum in Rate,gpm Flow Rate,gph "Pump Run Time/Month,hrs. Gallons/Month GPD
Design Actual
1 80 79 4,758 5.00 23,790 793
2 80 88 5.286 10.77 56,930 1,898
0 0 0
80 Firm Capacity,gpm 80,720 2.691
0.115 Firm Capacity, MGD 0.003
MGD
Station ID No.038 Carriage Park-Carriage Park Way
Pump No. Pumpin Rate,gpm Flow Rate,gph "Pump Run Time/Month, hrs. Gallons/Month GPD
Design I Actual
1 140 140 8,400 106 N1,780,800
90,400 29,680
2 140 140 8,460 106 90,400 29.680
0 0 0
140 Firm Capacity,gpm 59,360
0.202 Firm Capacity, MGD 0.059
MGD
'Based on average run times over past 9-month period.
""Based on an estimated run time in accordance with the pump design and flow calculations provided(not In operation yet).
by design engineer.
City of Hendersonville WWTP REVISED
NPDES Permit No.NC0025534 2 9122109

CITY OF HENDERSONVILLE 4
WATER AND SEWER DEPARTMENT
Obligated Sewer Flow Not Yet Tributary to W WTP(2007-2009) -
Project Name Description Ph Sec Permit No. Permit Permitted
Date Flow,gpd
Main St., N. for Public Works facility behind Patton Park(Williams St.) WQ 0031313 2/13/07 180
Wolfchase 1,2 WQ 0031922 7/11/07 29,880
Highland Lake 1 WQ 0031962 8122t07 5,508
—Carriage Park Sewer lift station removal 1 14 WQ 0032361 10/26/07 0
Carriage Park Sewer lift station upgrade 1 14 WQ 0032359 10/26/07 0
Southside Square Old Sky City site WQ 0032362 10/26/07 32.312
Carriage Park 1 21 1 WQ 0032506 1 12/6/07 480
Lake Pointe Landing WQ 0032567 12/21/07 22,320
Echo Mountain Inn Laurel Park WQ 0032211 12/28/07 3,960
Chestnut Grove WQ 0032613 1/10108 4,800
Upward Crossing Commercial Park Upward Rd.west of 1-26 beside Pizza Inn WQ 0032620 1/10108 14,795
Salvaggio Property Airport Rd. PRIVATE-1677'of 1-1/2"FM&97'of 8"gravity) WQ 0033010 5/9/08 200
Laurel View Farms U.S. Highway 64 W at Davis Mountain Rd.-Pump Station WQ 0033154 6/17/08 66,960.
Sharons Crossing Gravity main to replace P/S NCDOTs Upward Rd.Imp. Pro'. WQ 0033421 9/16/08
In les Hwy.64E @ Howard Gap Rd. Store No. 179) WQ 0033487 1018108
—Upward Rd. NCDOT TIP R-4430(Spartanburg Hwy.to Howard Gap Rd.) WQ 0033812 2113/09 0
Laurel Park Highway Town of Laurel Park project ARRA funding?) WQ 0033931 4/2/09 21,960
Wolf en Sewer Interceptor US Hwy.64 West to 1-26 along Wolfpen Creek&Clear Creek WQ 0033958 4/14/09 0
WQ
WQ
WQ
WQ
203,355
WWiP Permitted Flow Rate, MGD 4.800
Estimated o1bi1 ated flow not yet tributary to WWTP, MGD 0.20336
WWiP actual average flow, MGD 2.400
Total flow for request, MGD 0.01080
Total obligated and actual flows, MGD 2.61416
Percent of permitted flow 54.5%
Project Name: Carriage Park Section 16(Phase 1)
Engineer: Patterson and Patterson
Completed By: Lee Smith
Date: 9/22/09
City of Hendersonville WATP REVISED
NPDES Permit No. NC0025534 1 9122109

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CARRIAGE PARK ASSOCIATES LLC 3551
NCDENR 12/22/2009
Date Type Reference Original Amt. Balance Due Discount Payment .
2/12/2009 Bill 480.00 480.00 480.00
Check Amount 480.00
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Checking -HomeTrus Application fee-sewer Section 16 Phase 1 480.00