NC0025534_FTSE_2001_Historic_20210114

PATTERSON & PAYURSON
PAUL PATTERSON WILLIAM PATTER ON
PROFESSIONAL ENGQJEERlLAND SURVEYOR PROFESSIONAL LAND SURVEYOR
P.O. BOX 1189
HENDERSONVILLE, NC28793-1189
1-828-692-6629 (TEL & FAX)
MEMORANDUM
December 21, 2006
Roger C. Edwards
Surface Water Protection Supervisor
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, NC 2a73-9—
Project: KINAL COMPLETION CERTIFICATION
Gann Village
City of Hendersonville - Henderson County
P&P Job No.: 04-12-86-ENG
NCDENR Permit No. WQ0019927
Dated - May 18, 2001
Dear Sir/Madam:
rr
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:, - F 2007 D
---- �3CTION
• _ OFFICE
--y
Please find attached herewith, a Final Completion Certification for the Wastewater Collection
System Extension to provide sewer service to Gann Village, with the installation of approximately
498 linear feet (total) of eight (8) inch diameter sewer line with three (3) manholes (i.e., starting
from sewer manhole MH#10 to sewer manhole MH#13. Furthermore, the new asbuilt drawing has
been attached for your records. Please note that the asbuilt provided is for the entire Gann Village
project to the original tie-in at Britton Creek.
I am hereby requesting final approval of this project from your office. Should you have any
questions or comments, please feel free to call. Thanks in advance for your cooperation in this
matter.
Sincerely,
62�9;t�
Paul Patterson, P.E.
cc: File: 06-11-72-Eng
Dennis Frady, Assistant Utilities Director @ City of Hendersonville Water & Sewer Department
c:\lotus\work\wordpro\wsspecs`certs\gannslt2.lwp
ENGINEERING - SURVEYING - PLANNING

o. WQ0019927
May 18, 2001
ENGINEERS CERTIFICATION
Partial t/ Final
1, ( T4w�so^ , 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, Gann Village Hendersonville, NC Henderson 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 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
4( 5E6 4pDI'no-JAL C4RVnFre-"0-J
Act tJex6-✓1T14
The above Engineers 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 Engineers 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
Engineers Certification shall be considered a violation of the permit and shall subject the Permittee
to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QU,
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-161
JAN - 5 2007
WATER QUALITY SECTION
3HEVILLE REGIONAL OFFIC

ADDITIONAL FINAL COMPLETION CERTIFICATION
I, ROBERT PAUL PATTERSON, as a duly Registered Professional Engineer in the State of
North Carolina, having been recently authorized to review and asbuilt the construction of the project,
Gann Village, for the permittee hereby state that, to the best of my abilities and knowledge**, that
the construction along the main trunk line (manhole to manhole) was built within substantial
compliance and intent of this permit, the approved plans and specifications, and other supporting
materials (i.e., in accordance with 15A NCAC 2H .0200).
Seal
Signature:
1H�u un 4ri r
�N CgRpli �%
ti
��FESS/p29 q ',
SEAL f a
023131 ez_
Robert Paul Patterson, P.E.
N.C.P.E.4023131
NCDENR Permit No.: WQ0019927
P&P Project Name: Gann Village, Sewer As-builts
P&P Project No.: 04-12-86-ENG
Date: 12117,1 Ol.
** I conferred with Mr. Dennis Frady of the City of Hendersonville concerning this project and
found out the following information: the main sewer extension had been camera tested to verify that
the construction of said extension was in compliance with the standards set forth by the City of
Hendersonville and NCDENR. It was mutually agreed upon, as a result of this test and field
inspections, that the sewer extension met the requirements as set forth by the City of Hendersonville,
NCDENR, and the original design engineer to the best of our knowledge and beliefs.
I JAN - 5 2001 I DII
WATER QUALITY SECTION

Dreg Newman
Mayor
Barbara Volk
Mayor Pro-Tem
Chris A. Carter
City Manager
V11—
CITY OF HENDERSONVI-L, E'
"The City of Four Seasons"
WATER AND SEWER DEPARTMENT
Lee. Smith, Utilities Director
Monday, October 9, 2006
Mr. Roger Edwards, Supervisor
Surface Water Protection — ARO
NC Department of Environment and Natural Resources
2090 U.S. Highway 70
Swannanoa, NC 28778
RE: NOV 2006 PC-0384 - RESPONSE
PERMIT NO. WQ0019927 — GANN VILLAGE
CITY OF HENDERSONVILLE
Dear"Mr. Edwards:
�,. _"CITYCOUNCIC'-`
BARBARA VOLK,
D E G. E �. VONt�Uc�rre
ll2 5 �i.Il�'a)I
�• JEFFC U
OCT 1 3 2006
WATER QUALITY SECTION
ASHEVILLE RFC'ONAL OFFICE
The City of Hendersonville ("city') received your dated September 12, 2006 (attached),
on Thursday, September 14, 2006 regarding the above referenced notice of violation
(NOV). Upon his receipt of your letter, Mr. Paul Patterson, P.E., with Patterson &
Patterson, contacted my office to set a time to discuss these matters. On Friday,
September 15, 2006 city staff met with Mr. Patterson in an effort to resolve the matters
addressed in your letter.
In reference, to No. 1 in your letter, Mr. Patterson will be resubmitting his engineer's
certification on the form provided in the permit to NCDENR. After discussing No. 2, in
your letter, with Mr. Patterson, we have concluded that.the "as -built" data for the Gann
Village project is incomplete and inaccurate. As a result of this' situation, the city has
requested that Mr. Patterson survey the entire water and sewer systems associated with
the Gann Village development. Upon completion of this survey, Mr. Patterson will be
submitting a set of updated "as -built" drawings (water and sewer) to the city and to the
state for your records. Mr. Patterson anticipates completing this work within 30-days
after receiving written authorization from the city to proceed (see attachment).
305 Williams Street Phone: [phone]
Hendersonville, NC 28792-4461 Fax: [phone]
e-mail: lsmithr+cityofhendersonville.org v .cityofhendersonville.org

NOV 2006 PC-0384 - RESPONSE
PERMIT NO. WQ0019927 — GANN VILLAGE
CITY OF HENDERSONVILLE
PAGE 2
We would like to thank you in advance for your consideration of this matter and shall
await your comments, if any. Please let Dennis Frady or me know if you have any
questions or require additional information regarding this matter.
' cerely, '
e Smith
Utilities Director
Attachments
cc: Chris Carter, City Manager
Dennis Frady, Assistant Utilities Director
Paul Patterson, P.E., Patterson & Patterson

Michael F. Easley, Governor
William G. Ross Jr, Secretary
North Carolina Department of Environment and Natural Resources
September 12, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7005 3110 0003 5474 0158
Mr. Lee Smith, Utilities Director
City of Hendersonville
Post Office Box 1670
Hendersonville, North Carolina 28793-1670
SUBJECT: Notice of Violation
NOV 2006 PC-0384
Fast Track Program Certification Audit
Project Name: Gann Village
Permit No. WQ0019927
County: Henderson
Dear Mr. Smith:
Alan W. Klimek, P.E. Director
Division of Water Quality
SEP 1 4 2006
of
The subject project has been randomly selected and reviewed as part of the Division's Fast -Track
Program Audit. Under the Fast -Track program, initial design documents are not reviewed prior to
permitting by the Division as the professional engineer certifies that the project design is in accordance
with our rules and minimum design criteria. This audit process ensures the terms of the Fast -Track
program are followed, by technically reviewing the final design and construction record documents.
Our audit disclosed the following deficiencies in the design, construction, and/or certification of the
permitted project:
1. The engineering certification was not provided on the appropriate page of the
issued permit (Ref. Permit No. WQ0019927, City of Hendersonville, Gann
Village Wastewater Collection System Extension, Engineer's Certification);
2. A profile view of the sewer lines was not provided on the record drawings. Thus,
information necessary to ascertain that the minimum design criteria have been met, including
piping diameters, minimum cover, materials of construction, and vertical separation from
water mains and storm sewers, is not available. (Ref. Permit No. WQ0019927, City of
Hendersonville, Gann Village Wastewater Collection System Extension, Engineer's
Certification);
No `hCarolina
Jl�rrtura!!�
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, NC 28778 Phone [phone] Customer Service
Internet www.nmaterquality.org PAX [phone] 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

Mr. Lee Smith, Utilities Director
September 12, 2006
Page 2
Due to the nature of the violations discovered during the audit process, it will be
necessary for the City of Hendersonville to take any necessary corrective action to bring the
project into compliance with the Division of Water Quality's NCAC 2H .0200 rules, the permit,
and our minimum design criteria document(s). The City of Hendersonville, as the Permittee, is
responsible for ensuring compliance. Violations of Water Quality Statutes and Regulations can
result in the assessment of civil penalties of up to $25,000 per day, per violation.
Please inform the DWQ Asheville Regional Office, in writing, within 30 days of the
receipt of this letter regarding the expected corrective action that will be taken and the timeframe
for completion. Based on the response, a permit modification may be required. If you have any
questions concerning this matter, please do not hesitate to contact Roy Davis or Don Price at (828)
296-4500.
Sincerely,
�Rv 4!�' -
Roger C. Edwards, Supervisor
Surface Water Protection
drp/bsr
cc: Robert Paul Patterson, P.E.; Patterson & Patterson
Bobby Blowe, P.E.
Daniel Blaisdell, P.E.
Larry Horton, P.E.
Seth Robertson, P.E.
PERCS Unit
SWP Central Files

PATTERSON & PATTERSON
PAUL PATrERSON WILLUME PATTERSON
PROFESSIONAL ENGINEER/LANDSURVEYOR PROFESSIONAL LAND SURVEYOR
P.O. BOX 1189
HENDERSONVILLE, NC 28793-1189
1-828692-6629 (TEL & FAX)
MEMORANDUM
TO: DENNIS FRADY, ASST. UTILITY DIRECTOR @ CITY OF HENDERSONVILLE
FROM: PAUL PATTERSON, P.E./P.L.S.
DATE: SEPTEMBER 25, 2006
RE: PROPOSAL FOR SURVEYING & ENGINEERING AS-BUILTS FOR GANN VILLAGE
(WATER AND SEWER SYSTEM)
PLEASE FIND BELOW THE PROPOSAL FOR FIELD LOCATING BOTH EXISTING WATER AND SEWER
SERVICES AND MAINS FOR GANN VILLAGE FOR THE PREPARATION OF SURVEYING AND ENGINEERING
AS-BUILTS
THE WATER SYSTEM AS-BUILTS WILL INCLUDE THE LOCATION OF VALVES, METERS, FIRE
HYDRANTS, APPROXIMATE WATER LINE LOCATION AND DEPTH, AND OTHER
APPURTENANCES. (WATER MAINS AND APPURTENANCES SHALL BE MARK BY THE CITY OF
HENDERSONVILLE PRIOR TO FIELD SURVEY.)
2. THE SEWER SYSTEM AS-BUILTS WILL INCLUDE THE LOCATION OF MANHOLES,CLEANOUTS,
ETC. AS KNOWN IN THE FIELD. (THE SEWER LATERALS WILL BE APPROXIMATE IN LOCATI(N.)
THE SEWER SYSTEM WILL BE LOCATED FROM GANN VILLAGE TO THE MAN INTERCEPTOR LINE
LOCATED WITHIN HAYWOOD TOWNES. OTHER MANHOLES WILL BE LOCATED AS NEEDED.
3. ANY ADDITIONAL WORK NOT INCLUDED IN THE ABOVE ITEMS SHALL BE AGREED UPON BY
THE CITY AND PATTERSON & PATTERSON IN WRITING, WITH AN ADDITIONAL FEE BEING
NEGOTIATED AT THAT TIME.
(TOTAL ESTIMATE: $2,700)
THIS WORK SHOULD BE COMPLETED WITHIN 30 DAYS (WEATHER PERMITTING) AFTER RECEIPT OF
WRITTEN AUTHORIZATION TO PROCEED.
WE LOOK FORWARD TO WORKING WITH YOU ON THESEAS-BUILTS. SHOULD YOU HAVE ANY
QUESTIONS OR NEED ANY ADDITIONAL INFORMATION PLEASE DO NOT HESITATE TO CALL. THANKS
IN ADVANCE FOR YOUR ASSISTANCE IN THIS MATTER.
SINCERELY,
PAUL PATTERSON, P.E./P.L.S.
ENGINEERING - SURVEYING - PLANNING

Associates
Engineering Services, PA
Structural & Civil Engineering
Commercial & Residential
June 7, 2006
NCDENR
2090 US HWY 70
Swannanoa, NC 28778
RE: Charleston at the Meadows
Villages of Southwood
Hendersonville, NC
WQ0028574
To Whom It May Concern:
Michael F. Connor, PE
Chief Operating Officer
Arthur C. Broadbooks, PE
Director of Engineering
Samuel R. Strickland, PE
Senior Engineer
Bruce Watson, RA
Director ofArchitedure
M
JUN - 9 2006
WATER OWALITy SECTION
The water and sewer is still under construction at the above referenced project. We
assume since the project is still under construction that the permit is still valid. Since this
is under construction we assume that the water permit and sewer permit has not expired
and will be good for six months or until construction is complete. If this assumption is
not correct, we request that you respond to us in writing within the next ten days
otherwise we will assume that this is correct. Please do not hesitate to contact us should
you have any questions.
Sincerely,
David R. Day,
DRD/irt
[phone] (ph) 6 Roberts Road [phone] (fax)
Asheville, NC 28803

n etJs� pg�; i�_c.il,ael F. Easley, Govemor
E.
WdtiWG. Ross Jr., Secretary
North',,, i61 na Dep cnt o ironmenr6rulvammi Resources
September 12, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7005 3110 0003 5474 0158
Mr. Lee Smith, Utilities Director
City of Hendersonville
Post Office Box 1670
Hendersonville, North Carolina 28793-1670
SUBJECT: Notice of Violation
NOV 2006 PC-0384
Fast Track Program Certification Audit
Project Name: Gann Village
Permit No. WQ0019927
County: Henderson
Dear Mr. Smith:
Alan W. Klimek, P.E. Director
Division of Water Quality
The subject project has been randomly selected and reviewed as part of the Division's Fast -Track
Program Audit. Under the Fast -Track program, initial design documents are not reviewed prior to
permitting by the Division as the professional engineer certifies that the project design is in accordance
with our rules and minimum design criteria. This audit process ensures the terms of the Fast -Track
program are followed, by technically reviewing the final design and construction record documents.
Our audit disclosed the following deficiencies in the design, construction, and/or certification of the
permitted project:
1. The engineering certification was not provided on the appropriate page of the
issued permit (Ref. Permit No. WQ0019927, City -of Hendersonville, Gann
Village Wastewater Collection System Extension, Engineer's Certification);
2. A profile view of the sewer lines was not provided on the record drawings. Thus,
information necessary to ascertain that the minimum design criteria have been met, including
piping diameters, minimum cover, materials of construction, and vertical separationfrom
water mains and storm sewers, is not available. (Ref. Permit No. WQ0019927, City of
Hendersonville, Gann Village Wastewater Collection System Extension, Engineer's
Certification);
NorthCarolina
Ivatlaully
orth Carolina Division of Water Quality 2090 U.S. Highway 70 Swammmoa, NC 28778 Phone [phone] Customer Service
Intemet www.ncwaterquailty.org FAX [phone]
qual Opportunity/Affirmative Action Employer— 50% Recycled/70% Post Consumer Paper

Mr. Lee Smith, Utilities Director
September 12, 2006
Page 2
r ,
Due to the nature of the violations discovered during the audit process, it will be
necessary for the City of Hendersonville to take any necessary corrective action to bring the
project into compliance with the Division of Water Quality's NCAC 2H .0200 rules, the permit,
and our minimum design criteria document(s). The City of Hendersonville, as the Permittee, is
responsible for ensuring compliance. Violations of Water Quality Statutes and Regulations can
result in the assessment of civil penalties of up to $25,000 per day, per violation.
Please inform the DWQ Asheville Regional Office, in -writing, within 30 days of the
receipt of this letter regarding the expected corrective action that will be taken and the timeframe
for completion. Based on the response, a permit modification may be required. If you have any
questions concerning this matter, please do not hesitate to contact Roy Davis or Don Price at (828)
296-4500.
Sincerely,
Roger C. Edwards, Supervisor
Surface Water Protection
drplbsr
cc: Robert Paul Patterson, P.E.; Patterson & Patterson
Bobby Blowe, P.E.
Daniel Blaisdell, P.E.
Larry Horton, P.E.
Seth Robertson, P.E.
PERCS Unit
SWP Central Files

Pe of North Carolina
epartment of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
Division of Water Quality
WCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
WATER QUALITY SECTION
Mr. Ezra Allman, Director
Water and Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793
Dear Mr. Allman:
April 27, 2001
SUBJECT: Permit No.WQ0019884
City of Hendersonville
Brittany Place
Wastewater Collection System
Henderson County
In accordance with your application received April 12, 2001, please find attached Permit
No. WQ0019884 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. 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. 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.

Ezra Allman
April 27, 2001
Page Two
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 2,114
linear feet of eight (8) inch gravity sewer to serve the Brittany Place Apartments as part of the City
of Hendersonville's project and the discharge of 40,320 gallons per day of collected domestic
wastewater into the City of Hendersonville's existing sewerage system, pursuant to the application
received on April 12, 2001 and in conformity with 15A NCAC 2H .0200; the Division's Gravity
Minimum Design Criteria adopted February 12, 1996 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 City of
Hendersonville's Wastewater Treatment facility (NPDES Permit No. NC0025534) 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. Roy Davis at
828/251-6208.
Sincerely,
AerrTlievens
A
Enclosure
xc: Henderson County Health Department
Non -Discharge Permitting Unit
Bill Lapsley
Roy Davis

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:
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 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 2B .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. High -priority sewer lines shall be inspected at least once per every six-month period
of time.
d. A general observation of the entire sewer system shall be conducted at least once
per year.
f. Inspection and maintenance records shall be maintained for a period of at least three
years.
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 143-215.1 C.

4. This permit shall not be transferable. In the event there is a desir7for e wastewfacilities to change ownership, or there is a name change of the Permformal 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 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
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 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
incapable of adequate wastewater transport,
pumps, line blockage or breakage, etc.; or
unknown reasons, that renders the facility
such as mechanical or electrical failures of
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 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 27th day of April, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019884

Permit No. WQ0019884
April 27; 2001 -
ENGINEERS 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, Brittnay Place Hendersonville, NC Henderson 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 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

NPDES FACILITY AND PEEM"IT DATA 04/16/01 15:39:00
TRXID 50U KEY % FE 1u9;' $f4^y
DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ 400.00 REGION
ILITY NAME> HENDERSONVILLE, CITY-BRI-.TTANYI COUNTY> HENDERSON 01
ADDRESS: MAILING (REQUIRED) ENGINEER: WILLIAM G. LAPSLEY & ASSC
STREET: PO BOX 1760 STREET: PO BOX 546
CITY: HENDERSONVILLE ST NC ZIP 28793 CITY: HENDERSONVILLE ST NC ZIP 28793
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> SERG/ARO FACILITY CONTACT EZRA ALLMAN
TYPE OF PROJECT> SEWER -PUBLIC LAT: LONG:
DATE APP RCVD 04/12/01 N=NEW,M=MODIFICATION,R=REISSUE> N
DATE ACKNOWLEDGED 04/16/01 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 07/11/01 DATE ISSUED / / DATE EXPIRE
FEE CODE( 7)1=(>lMGD),2=(>IOKGD),3=(>lKGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 01 07 ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** DATA ADDED SUCCESSFULLY ***
0 80KM G. LAPSLEY & ASSOC., P.A.
P.O. BOX 546
HENDEPSONVIDE. NO 28193
9"i��Ob19�a��
PAY rFOUR�HUNDRED DOLLARS AND NO CENTS
TOTNE ORDER NCDENR
TOTHE
OF:
APR 1 V
9 2001 7M
MR,T CNREN69ANK l TPNST COMPANY 020120
.�.. N6No6wwxnue,xc mrn
663J1531
****x***f*i*x**xix*ikx***fix*ifix*fi*i***xx*.fi
DATE AMOUNT
1,,1 $400.00
0u' t:053100300"S61131346311'
u

' CITY COUNCIL: =
CITY .OF HE'NDERSONVILLE .
..a H'Niehoff, Jr. , J. CRrr7ENDEN HARLEY .
Mayor The City of Four Seasons'.' '
Mary Jo Padgett ' , " R'E C El•V E'D - LONDA MURRAv
•Mayor.P ter ' WATER AND SEWER DEPARTMENT: •'• WATERQlJliLITYSECTWJOPADGM , ChnsA .Carter - , '
city Manage[ ' F_ara Allman;,Dire' dor ; n ��r
Tammie`[{. Drake - - e mail: eallman@cityofhender'sonviue.org - • tl�I", 2GUGI BARBARA VOLK
City Clerk
NornDlschargs Permitting,
LETTER OF TRANSMITTAL -
Mr: Kiin,H. Colson,'P.E., Supervisor April •10, 2001, ,
N. C,; Departmeni of Environment & Natural Resources
Division of Water -Quality, `
1617`Mall Service Center- ^'
Raleigh, N;C. 27699-1637
Att'ached,.'we are `sending -you ( THREE (3) COPIES 6f FAST"TRACK APPLICATION
FORMS, &i,�A CHECK in the AMOUNT of $40D,,and,(' ONE COPY of, a CAPACITY, `
ACCEPTANCE LETTER •) ,for a proposed ( SEWER LINE EXTENSION. to _serve ,
BRITTANY PLACE+APARTMENTS Yin Henderson -County, North'.Carolina.,- f
This project is,,being forwarded to you for your review and approval
r
d'
rSubmittcd By`, )
_ Water .and Sewer Department; .
CIT.Y''w HENDERSONVILLE
cc rProject Fine.
'318'Fourth Avenue. East - P.O. Box 1760. "Phone. '(828) 69.7-3063
Hendersonville, NC' 28792-4428 Hendersonville,NC 28793.1760� Faxi � (828),697-1707
e-mait:'[e-mail]. w. - „ wviw_cityofhendecsonville.or9,

CITY OF HENDERSONVILLE
CITY COUNCIL:
.a H. Niehoff, Jr.
Mayor "The City of Four Seasons" .
J. CR[TTENDEN HARLEY
Mary Jo Padgett _
LONDA.MURRAY
Mayor Pro -Tern
Chris A. Carter WATER. AND SEWER DEPARTMENT
MARv JO PADGEIT
City Manager Ezra Allman, Director
Tammie K. Drake e-mail: [e-mail]
BARBARA VOut
City Clerk
'
April' 10, 2001
Mr. Kim H. Colson, P.E., Supervisor
N. C. Department of Environment•& Natural Resources
1
wgTFq�CI�/
Division of Water Quality
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Re: CAPACITY ACCEPTANCE LETTER
�»
Sewer Line Extension
Brittany Place, Apartments .
Dear Mr. Colson:
This is to advise you that I have reviewed the plans and specifications prepared by Mr. William G.
Lapsley,�P.E. of William G. Lapsley & Associates, P.A. for a proposed gravity sewer collection system to
serve the referenced project.
It is my opinion that the City of Hendersonville has the capacity to accept the additional wastewater flows
that will be generated by this project.
This project is being submitted via Fast Track for your review, and approval. ;
If you have any questions, call me -at [phone].
Sincerely,
JA
0-0a Allman, Director,
Water and Sewer Department .
CITY OF HENDERSONVILLE
cc: Project file
318 Fourth Avenue East - P.O. Box 1760 Phone: [phone]
Hendersonville NC 28792-4428' Hendersonville, NC 28793-1760 - Fax: [phone]
e-mail: [e-mail] - www.cityofhendersonville.org

State of North Carolina
Department of Environment and Natural Resources ti 4p °'oVr
Division of Water Quality �20
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) �7
,q
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.
A. 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
B. Attachment - Submit the completed and properly executed Form WSCA 10/99 for each watershed within the project
location.
C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
,pe and Natural Resources (NCDENR).
Iv 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
OJis 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
t Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
{mot F. Flow Acceptance Letters — if the owner of the downstream sewers and/or W WTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and W WTF. 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.ne.us/ndpu/
FORM: FTA 06100 Page 1 of 5

Application Number: A00 ft S (to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation, individual, etc.):
Lg_I OF V60b5gz;6 VILLe
2. Owner's or signing official's name and title (15A NCAC 2H
3. Name and complete address of applicant:
City: State: Nk, zip: p6-73
Telephone number: (5a) (DR7' NOS Facsimile number: (B26) 691— 1`70l
4. Project name (name of the subdivision, facility or establishment, etc.):
5. County where project is located: � I mck--r—Do w Wow)
)
6. Fee submitted: S AOOi (See Instruction C.)
7. Name and complete address of engineering firm:
City: hrV dEt(SOhV i KP_ State: N C- Zip: 28-793
Telephone number: (IBM) 10p(Iry —734 Facsimile number: (BcF7 ) 0 7 —7333
8. Name and affiliation of contact person who can answer questions about
.1\L/t. /' . , �_� _
U. PERMIT INFORMATION:
1. Project is: new; modification
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: — k_ public private
If private, units (lots, townhomes, etc.) are: leased (Skip to item III.); sold
If sold, facilities owned by a:
III. INFORMATION ON WASTEWATER:
public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
I. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, com ercial facility, industry, apartments, condominiums, etc.):
2. Volume of wastewater generated by this project. :321-O'LJ gallons per day
3. Explanation of2 unis Pow wastewater flow was determined q( 5A NCAC 2H .0219(1)):
110 (20_ctal + IM UR[ IC Wazc[ = 4o. S20
4. Nature of wastewater:
Domestic/Commercial;
Industrial;
% Other waste - specify:
FORM: FTA 06/00 Page 2 of 5

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:
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:
C�Rs`rueo� 2l �4
err t_u rv�� M 7f2 ro seYUE wt>nv1
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
�=I U C en[i.y(50RUl�I 11 !!
3. WWTF perms number (NC00'•'•• or WQ00••"•): NC� 2rJrJ3�
4. List the owner(s) of any intermediate sewe,rs! if different from applicant or owner of WWTF (See
Instruction F.): N�A
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
I
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? A— Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Points
GPM (a) TDH
Reliability Option
Selected
FORM: FTA 06100 Page 3 of 5

8. Summary of FORCE MAIN to be permitted:
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.): I
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:
WAL
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
Professional Engineer's Certification:
(, 1),11LLIRM 6 I, LRi� st that this application for 'JRltIALP�+E ALAI ME{1�5
�"tyr trlr—t u 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:
rsa
Applicant's Certification:
1. FLpU AILWO attest that this application for ��I�RN`��ReE AYaea Fs
I J o G t -I 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 143-215.613, 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 pen/ajltiQes�p tto,$25,000 per violation. f�
Signature: CA Date:
N!q Ror QEnV Et)sFCpoN
AFq i roci
Nolti01scharg9 1311mrito.9
FORM: FTA 06/00 Page 5 of 5

PAGE 01
State of Norte Carolina
Department of EsvirttlotsleM sod Natural Resources
Divides of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will malt is the application being returned.
, I •NIS• FORM MAY BE PHO719C'OPIED FOR USE AS AN ORIGINAL)
w
T
INSTRUCTIONS.
I o determine the clamrficatnon of the waW*Ad(s) in which the adtjed project will be located, you are required to 59r.
submit this form. with Items I through 8 coapletacto do appropriate Division of Water Quality Regional Office
Watcr Oualnv Supervisor (see Page 2 of 2) prior to sts M&W Of the application for review. At a minimum. you must
include an 8 S" by I I" copy of the portion of a 7.5-®eutO USGS Topogniphie Map that shows the surface waters
immediately downslope of the project You malt identify the loca000 of the Project and the closest downslope surface
waters (waters for which you are requesting the dilmifiontim) oaths submitted map copy. If the &edify is located in
the Neus: River Basin_ also include a copy of die soil s i vey nap for the project location. The con"pandins ago -
discharge application my aot be sebea test tsisra this 11w a Is completed by the apprePtiate rsgioardeface and
included with the subraittaL
I Applicant's name (name of the municipality, corponbm; indlvldtttl, etc.):
n it ' fW Vkelk-�9%520MVILLI~
2 Namc and complete address of applicant:
city j{_N {LLE state:
Telephone number
3 Project name,(name of the subdivisio>rt, Sao or i a`lii
4 County where project is located
% Namc(s) of closest surface waters
zip: 20-79 3 —
Facsimile number (62b )
ti River baani(s) in which the project is located:
Wt,+�1 XAC
7 Topographic map name and date _�GLtI/l�v w
8 North Carolina Professional Engineer's sail, sillnaturs, and deft:
TO: REGIONAL OFFICE WATER QUALITY SUPMVLSOR
Please provide me with the classification(s) of the wtcfYea waters, watetsbcd(s), and
these activities will occur• as identified on the attarbad ntap segment:
Name(q) or surface waters and river basin(s): (A)O r_ JR- _..
Classification(s) (as established by the EMC):
Proposed classificanon(s), if applicable.
River basin 6uftcr rules. if applicable. .
• Date'
Page 1 of 2
Signature of regional office personnel.
FORM WSCA 10ll99
river basin(s) where
GK.. FB.
�0�_..
OF

ry� to
State of North Carolina qp°��ycFi�
Department of Environment and Natural Resources ° o,
Division of Water Quality �sOhdcoo
mA O f 2
FAST -TRACK APPLICATION m
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAIN
S��
(Pressure sewers systems are not to be included as part of this application package)
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.
A. 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
B. Attachment - Submit the completed and properly executed Forth WSCA 10/99 for each watershed within the project
location.
11CiC7� C. Application Fee - Submit a check in the amount of S400 made payable to: North Carolina Department of Environment
{�T and Natural Resources (NCDENR).
I 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
OJis 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 10199.
`�
IvF. Flow Acceptance Letters — If the owner of the downstream sewers and/or W WTF is different from the applicant,
1��""�� submit two copies of a flow acceptance letter from the owner of the downstream sewers and W WTF. 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 ticus/ndpa/
FORM: FTA 06/00 Pagel of S "�_

L
LfA
Application Number: (to be completed by owQ)
GENERAL INFORMATION:
I. Applicant's name (name of the municipality, corporation, individual, etc.):
NF( of 1EF&EPWOVILLe
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
�. RA pLLMR0.1
3. Name and complete address of applicant:
t 11 0 X0(
City: t�t�NDCC��,7f��7���ttiJ11(E 7,�State: NrC, zip: 28-7%3
Telephone number: (t)t=C�) ��T' 0(OS Facsimile number:
4. Project name (name of the subdivision, facility or establishment, etc.):
5. County where project is located: � MMIDL—M � WWI,
6. Fee submitted: $ Ft �lJ (``See Instruction C.)
7. Name and complete address of engineering firm: W r mi%bs s 6.
City: hL2y deM0 KV i RP_ rr State: WC- zip: �Q26-793
Telephone number: ( ) (09 I ,33+ Facsimile number. (Bc©) �R7 --7333
8. Name and affiliation of contact person who can answer questions about
PERMIT INFORMATION:
1. Project is: k new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number _
3. Applicant is: __k public
private
and the issuance date
If private, units (lots, townhomes, etc.) are: leased (Skip to item III.); sold
If sold, facilities owned by a:
III. INFORMATION ON WASTEWATER:
public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision,
2. Volume of wastewater generated by this
apartments, condominiums, etc.):
gallons per day
3. Explanation of Pow wastewater flow was determined ( 5A NCAC 2H .0219(I)):
112 uvt� s� 120 w + mogyd = 40 $20
4. Nature of wastewater: IDU % Domestic/Commercial; % Industrial;
FORM: FTA 06/00
Other waste - specify:
Page 2 of 5

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:
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: C©ns`ruovl, + z (l4
2. Owner and fame of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
3. WWTF permit'number(NC00""• or WQ00•'•'*): WC-00 Zb51 5+
4. List the owner(s) of any intermediate sewe'rs! if different from applicant or owner of WWTF (See
Instruction F.): N��
5. Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet)
21[
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? A— Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Points
GPM Q_ feet TDH
Reliability Option
Selected
FORM: FTA 06/00 Page 3 of 5

8. Summary of FORCE MAIN to be permitted:
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.): I
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
Professional Engineer's Certification: �,t�
[, I).11LLlRM 61 • LR%�st that this application for �P(IR ry ,`tom�YLy�e (AYFA�s�
� RT
vt�WL-t� 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
III N EEtL'�4Q
REGOR`�
4�q`ol
Applicant's Certification:
`
I, Ft Ott AuMRIJ attest that this application for�R�RN`��RC'E Wh Mends
cz)W I RIZY 4&4Wm S`- EM has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application
are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete. Note: In accordance with NC General Statutes
143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certification in any application shall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000�ass well as civil penalties up to $25,000 per violation. 7
Signature: C .12A 2 QAA Q/t, Date: 'i —� 1
FORM: FTA 06/00 Page 5 of 5

PAGE 01
Sate of Nortr Carollsa
Department of Envirosa mt and Natural Resources
Divides of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
�9rRF
L
Novo 4A20,�
Any changes made to this form Will raRlt is the application being returned. ai�BA �O%
r ! HIS1-"oRM MAY RE PHOrOCOP/ED FOR USE AS AN ORIGINAL)
�O
INSTRUCTIONS.
I o determtnc the classification of the watersheds) in which the subject project will be located, you are required to
submit this form. with Items I through 8 caa4kted. to the appropriate Division of Water Quality Regional Office
Water Vuality Supervisor (see Page 2 of 2) prior to atbmetal of the application for review. At a minimum. you must
include do a 5' by I I" copy of the partial of a 7.5-istisa to USGS Topographic Map that shows the sufwc waters
immediately downslope of the project You tata idedfy the location of the project and the closest dowrulope surface
waters (waters for which you are requesting the elal%latim) on the submitted map copy. If the fltcilityis located in
the Neuse River Basin- also include ■ copy of the ado aavey a4 fbr the project location. The eorresptndfag non -
discharge application aaay not be wMitW seta tdla aleya Is completed by the appropriate regional affice and
included with the submittal
1 Applicant's name Guide of the rnuoicipal tN earpor dOn. tediviatal, etc.):
C 1`( i 1-4pEr�ER50NV►��E _--
2 Namc and complete address of applicant: 1 •�..�ax f17� -. n—r
Cily-- -N � ��NppVI�LI< _ State: •1V �• Zip: 2C�19S .—
Telephone number (�[Cl) _,- Fusindle number r (ON -
f Pi olect name (name of the subdivisiwt, f►eity or erablahmnst. etc.):
3 County where project is located
S Name(s)ofclosest vidacewaters__--
6 River basin(s) in which the project is located:
7 Topographic map name and date
�u V RfA
8 North Carolina Professional Engineer's Baal, ipuattn0. and date: _ : pF ONL
-
.cN -
GR
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
Please provide me with the clasiEcation(s) of the turlioe vistas, Wstanhed(s). and a to river basin(s) where
these activities will occur, as identified on the tutacl trap
p aegtna>ga
m Nae(•i) of surface wags and river basin(s):j�V �O E N _. CHC._ e Ft B r
Classification(s) (as established by the EMC):
Proposed classificauon(s), if applicable.
River basin buQcr rules, if applicable.
Signature of regional office personnel.
rORM WSC'A 10/99
QUA Date,
Page I of 2

North Carolina
epartment of Environment
and -Natural Resources. -
Asheville Regional Pffice
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
Division of Water Quality
FE/
A A
- NCI)ENR
ENVIRONMENT AND NATURAL RESOURCES
WATER QUALITY SECTION
Mr. Ezra Allman, Director
Water and Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793
Dear Mr. Allman:
May 18, 2001
SUBJECT: Permit No. WQ0019985
Upward Development
City of Hendersonville
Wastewater Collection System Extension
Henderson County
- In accordance with your application received -on May 7, 2001, please find attached -Permit
No. WQ0019985 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 N.CAC 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 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.

Ezra Allman
May 18, 2001
Page Two
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 250 linear
feet of 12 inch and 450 linear feet of 8 inch gravity sewer to serve the Upward Development as part
of the Upward Road project and the discharge of approximately 8040 gallons per day of collected
domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to the
application received on May 7, 2001 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
Hendersonville's Wastewater Treatment facility
discharged into the receiving stream.
by this system shall be treated in the City of
(NPDES Permit No. NC0025534) prior to being
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. Roy Davis at
828/251-6208.
Sincerely,
err W�
evens���
Enclosure
xc: Henderson County Health Department
Non -Discharge Permitting Unit
William G. Lapsley & Associates, P.A.
Roy Davis
W00019985per

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:
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.
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 2B .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 daily,
as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump
stations shall be inspected every day. 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 le
years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional Office
in accordance with 15A NCAC 213.0506(a), and public notice shall be provided as
required by North Carolina General Statute 143-215.1C.
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.
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 NGG0100000,
- 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 suchoccurrencesby telephone shall also file a written report in letter 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.
Permit issued this the 180' day of May, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r
rr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019985

Permit No. WQ0019985
May 18, 2001 —
ENGINEERS 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, Upward. Development , Hendersonville. NC Henderson 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 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

State,of North Carolina RECEIVED
Department of Environment and Natural Resources WAT=^'inirrvicen-nm
Division of Water Quality MAY U % 2001
NON -DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS Non•Discharge Permitting
(Pump stations, force mains and pressure sewers are not to be included as part of this application package.)
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS: Please indicate that you have included the following list of application requirements by signing your
initials in the space provided next to each item.
A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to the content of 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.
,' ➢,(/ Failure to submit all required items will lead to additional processing and review time for the permit application.
(ice B. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
C. Flow Acceptance Letters — If the owner of the W WTF is different from the applicant, submit two copies of a flow
acceptance letter from the owner of the W WTF. 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/W WTF. The flow acceptance must not expire prior to permit issuanceand must bedated 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.
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 hasnot 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 (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.
I. GENERAL INFORMATION: Application Number: ftb 6 `t; ✓ (to be completed by DWQ)
1. Applicant's name (name of the municipality, corporation, individual, etc.): _
C;� Ot W&JmcJVillG
2. Owner's or signing official's name and title (15A NCIIAC 2H .0206(b)):
Earn. aumna . t %A� 1V DIYCfOt-
3. Name and complete address of applicant: L i i j 0� HewefnQWh I!G
waizr • Sevrer D,-"7 i�me.,� �-'0'Boy 1iU0
city: NeNdersatVJle- State: NG zip: 28793
Telephone number: ( $i' ) CA7-3D(05 Facsimile number: (82$) 07-1707
4. Project name (name of the subdivision, facility or establishment, etc.): C)oWQ6 d. veLaa
5. County where project is located: An%lderaO4
FORM: GSPA 02/00 Page 1 of 4

r. Name and complete address of engineering m: _,iWi �) tam (Q. iII�S/G✓ t A,J, Kf}, Firm:
r
City: WeNda—Wo4vilk State: NG zip: 28753
Telephone number:'( 829) 4o97-733q Facsimile number: [phone]
7. Name and affiliation of contact person who can answer questions about application: _
,rn ?_ R_�iG, E• . ln�r'I I'OM G' Gcoslz✓
H. PERMIT INFORMATION
1. Project is: X new; modification
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: _ (�_ public private.
If private, units (lots, townhomes, etc.) are; leased (Skip to Section III.) sold
If sold, facilities owned by a: public utility (See InstructionD.);
homeowners' association/developer (See Instruction E.)
III. 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.): Cnm lY orrod -Q61 , 11Y
2. Volume of wastewater generated by this project:
3. Explanation of how wastewater flow was determined,(15A
tAl room X 120 dal 11061 1 TbDM c f3D- 5'
4. Nature of wastewater: 100 % Domestic/Commercial;
% Other waste - specify:
5. If wastewater is industrial in nature:
gallons per day
2H .0219(1)):
% Industrial;
a. Level of pretreatment.that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility: W k
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: L�2wzd Tk*AppRtl4..lamAq Sw6r
2. Owner and name of wastewater treatment facility (W WTF) receiving wastewater (See Instruction C.):
C i �r c% v6der5om'c, W WTP
3. WWTF permit number (NC00***** or W000*****): NC 002553
FORM: GSPA 02/00 Page 2 of 4

4. Summary of GRAVITY SEWER to be permitted: ,
Diameter
(inches)
Length
(linear feet)
a"
�t5o
5. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria and
15A NCAC 2H .0200? V Yes; No. If no, please identify criteria and explain:
IMPORTANT:
If you responded No to question IV.5 above, the completed application package, including two (2)
copies of plans, specifications, supporting information and any other materials, should be submitted
for an individual permit.
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:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
By Courier/Special Delivery:
512 NORTH SALISBURY STREET,
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
FORM: GSPA 02/00 Page 3 of 4

V. CERTIFICATIONS:
Professional Engineer's Certification: 1 `� I
I, Wf I I f 11m G attest that this application for LJJ?Lk-' it O .1hVCaDPnlGli
`7rN i TGry � -V'er has been reviewed by me and is
accurate, complete and consistent with the information supplied 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 and Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996. 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.
North Carolina Professional Engineer's seal, signature, and date:
CAROIiy
moo, ........... -
f Quo
SEAS _
229s9
•FNGINE�•`
"1 n u m+n
Applicant's Certification: I j�
I, EZIi', R 11mom attest that this application for UPWord +� 11JOPOW4
xN�TDIY 7C(/�r 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
143-215.613, 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.
Signature: 44za— COX%fr3yi C /t Date: d'Q
/ RE0 "' ED ION
WATEROUAU
MAV, p 7 2001
FORM: GSPA 02/00 Page 4 of 4

DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional Office
WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
Phone: [phone]
Fax: [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Raleigh Regional Office
WQ Supervisor
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Winston-Salem Regional Office
WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
Phone: [phone]
Fax: [phone]
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Sorry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Fayetteville Regional Office
WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
Phone: [phone]
Fax:[phone]
Mooresville Regional Office
WQ Supervisor
919 North Main Street
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Anson
Moore
Alexander
Lincoln
Bladen
Robeson
Cabarrus
Mecklenburg
Cumberland
Richmond
Catawba
Rowan
Harnett
Sampson
Cleveland
Stanly
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Washington Regional Office
WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Wilmington Regional Office
WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
Fax: [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: WSCA 10/99 Page 2 of 2

(• ✓
State 0f iii" cores"
Department of E*YUV02 W tad Natarol Regoarces
DwIdan of water Qm ty
WATEYi mw cLASSEFICATEON ATTACi1MENT
Any ehaneu made to thisf" tM i 1 11 in owggipbat5mbeft returned.
(THIS FORM AU r RX PIf0T0C M pM MAS AY ORKIINAL)
nvsinucflorbst
To desermiae me CltaenCHJnUa of Q)e watsr>Zad(t) hr vhlaEr � �� �'t wlll he loured, you areil TO
xfrvbajpa of Water Quality Regional
nai OHL,r
subur)t We facnk with itttma 1 throw er' for in iaw'. At a minimum you tnuet
W aim amity s�viaor (MM Page 2 of 2) prh: ID0*6" of tbn shows the surface wslu]
mchrde an 8.3" by I I" Copy of the partkM of ■ ' flees Tara/of & proper er and the cloEest dnvnnl,nn
aruoedistely, dowatlope of do PWJCCL You go* iti•ft an 1�s d ttc po
r A) Q eM tarbsnined tmrp copy. if the t., t.ry
located wtitals (was you am [ s b IM the ect Uw:anoa The
located 1n Nawe River aaia. goMVEst be M6010d � &b p as b eamphtad by the apprup...tr
coRaspaadhK � t�o7
•et oast *Gk* and ioeladad teak the stthadltat.
1. ppplicaafs ttabbta (dame of rise �"Nd' et.): �� —
2. Namsledceatpkteaddtwofapp)fw �le
1;0 am r1w1 — -
City: hl RMIe: Zip: �r�'J•i'_ ... ,.
3. J'tojod namC (acme of the subdiviaioa thellky «aAhl�°�R) —_ ._
4. Coum wtwre ProJect is bcatatL• '— ----�
S. Name(s) of closest tatrfaba womm
6. Rjvcr baain(t) in which the project is IOC Md:
7 ToposrsPW maP tmOe and date: L%—%, •,,,
WipaseraMind OW.%v.v
&. Nortb Caroliaa Ptof�+sm+l �� ��� 58 OI
'zfoFti cti9�
279Ag i 4 4-
C)( ? IL
�� Zi. ; 1 oHG.NfF JN
TO: Ri(3tolVALOYMEWATCROUAIITVBUPSMVtitOR ':,r(►AM 0 ,I" `
Pleme provide we with the CbssiBWd*s) orbit swim Wales. was)' and a�rpnate�ii.'%Y Na 1inlsl where
theae activities will emu, r WeaMetd m ilia atMdwi b4 �ror
Name(s) of nufsee waRR sod nvta
Class:ficanon(s) (as establisbed by 69 M14.
proposed clamificatioaii(s). if applicable:
River tbasin brffer rants, if applicable:
Signature of fegionel otixx Perwoaoi:
FORM: WSCA 10/99
pie i cf 2
'u �clGrl
BS "( I IUULi bZi Sat

E
I
`1J• 1 vl � �1� ; _� p
1
CO
.. 12 u \ J.C. '�G �• ' 1� '°'
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ION NPDES FACILITY AND PERMIT DATA 05/09/01 09:53:20
ON TRXID SOU KEY WQ001.9985`-i,'
L_. a.JwJ
TA FACILITY APPLYING FOR PERMIT "APP/E*ERMIT FEE-$ 400.00 REGION
PFDA
ITY NAME> HENDERSONVILLE, CITY -UPWARD D1 COUNTY> HENDERSON 01
ADDRESS:
MAILING (REQUIRED) ENGINEER:
WILLIAM
G LAPSLEY & ASSOC
STREET: PO BOX
1760
STREET:
PO BOX
546
CITY: HENDERSONVILLE
ST NC
ZIP 28793 CITY:
HENDERSONVILLE ST NC
ZIP 28793
TELEPHONE 828 697
3065
TELEPHONE:
828 697
7334
STATE CONTACT>
SERG/ARO
FACILITY
CONTACT
EZRA ALLMAN
TYPE OF PROJECT>
SEWER -PUBLIC
LAT:
LONG:
DATE APP RCVD
05/07/01
N=NEW,M=MODIFICATION,R=REISSUE>
N
DATE ACKNOWLEDGED 05/09/01
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
08/05/01
DATE ISSUED
/ /
DATE EXPIRE
FEE CODE( 7)1=(>lMGD),2=(>10KGD),3=(>IKGD),4=(<lKGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 01 13 ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** DATA ADDED SUCCESSFULLY ***
JEFFREYQJUSLIS NCD�5556951 1I (bj.Ys SpDO
RONDA S. JUSTUS bL �� �
W CRMT RD Pl48tB .Ml
FWROCKNC 26MI De ^2
so-mwrs ov
Ltoof
the /J'C OA(Z
$ 7100 ^_
�•�'� YrC..-o��� iF,V� �a Dollars 8
Rwmct MNma
For �'6i`v wa{� /^��,�,
::253L70�6,: ❑877051073.. 50
'a�
MAY 1 ^0 2001

CITY OF HENDERSONVILLE
P. Niehoff, Jr. r y.
Mayor "The City of Four Seasons"
Mary Jo Padgett
Mayor Pro-Tem ,
Chris A. Carter
City Manager
Tammie k. Drake
City Clerk
WATER AND SEWER DEPARTMENT
Ezra Allman, Director
e-mail: [e-mail]
LETTER OF TRANSMITTAL
CITY COUNCIL:
J. CRn7ENDEN HARIF"
LONDA MURRAY
MARY JO PADGErr
BARBARA VOLT(
Mr.ICim H. Colson, P.E., Supervisor. RAC EI V.ED- May 1, 2001
N. C. Department of Environment & Natural Resources M#R oUAtITYSFCTION•
Division of Water Quality r
1617 Mail Service Center
Raleigh, N.C. 27699-1617, .
Non•Disch"arge Permitting
This project is being forwarded to you for your review and approval..
Submitted By:'(
Water and Sewer Department
'CITY OF HENDERSONvrnt
cc: Project File
318 Fourth Avenue East ,
Hendersonville, NC 28792-4428 , -
e-mail: [e-mail]
P.O. Box 1760
Hendersonville, NC 28793-1760
Phone: [phone]
Fax: [phone]
wnvw: cityofhende rsonville.org

CITY OF HENDERSONVILLE CITY COUNCIL:
-.. H. Viehoff, Jr. " * J. CRft7ENDEN HARLEY
Mayor • • 'I I "The City of Four Seasons".
Mary Jo Padgett LONDA MURRAY
Mayor Pro-Tem WATER AND SEWER DEPARTMENT
Chris A. Carter MARY JO PADGM
City Manager Ezra Allman, Director -
Tammie K. Drake e-mail: [e-mail] RECEIVED BARBARA VOLK
City Clerk - INgTFR.r1))gLITYSF
P�lAY 1, 2001
2001
Mr. Kim H. Colson, P.E., Supervisor • Non -
Di
N..C'. Department of Environment & Natural Resources sehafg®`Pert" fng
Division of Water Quality .
1617 Mail Service Center
-Raleigh, N.C. 21699-1617
Re: CAPACITY ACCEPTANCE LETTER ;
Sewer Line Extension "
Upward bevelopment•.
Dear'Mr. Colson:
This is to advise you that I have reviewed'the plans and specifications prepared by Mr. William R. Buie,
P.E. of William G. Lapsley & Associates, P.A. for a proposed gravity'sewer collection system to;servethe
referenced project:
It is my opinion that the City of Hendersonville has the capacity to accept the additional wastewater flows
that will be gerieratedby this project:
'This project is being submitted via Fast Track for your review and approval.
If you have any questions, call me at,[phone]. '
Sincerely, ,
E lman, Director
Water and Sewer Department
CITY OF HENDERSONVILLE
r ,
cc: Project file
318 Fourth Avenue East - P.O. Box 1760 Phone: [phone]
Hendersonville', NC 28792-4428. Hendersonville, NC 28793-1760 Fax: [phone]
e-mail:. [e-mail] v.cityofhendersonville.org

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality p
NON -DISCHARGE PERMIT APPLICATION
RF�'E.�sEc¶oN
GRAVITY SEWER COLLECTION SYSTEW
(Pump stations, force mains and pressure sewers are not to be included as art of this application package.)U1
( P P P
(THIS FORMMAYBEPHOTOCOPIED FOR USEASANORIGINAL) Non-plschat9®Pemn�n�
INSTRUCTIONS: Please indicate that you have included the following list of application requirements by signing your
initials in the space provided next to each item.
&�_A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to the content of 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.
Failure to submit all required items will lead to additional processing and review time for the permit application.
B. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
C. Flow Acceptance Letters- If the owner of the W WTF is different from the applicant, submit two copies of a flow
acceptance letter from the owner of the W WTF. Flow acceptance letters must contain the following minimum
information: applicant and project time, amount of flow accepted, and name and permit number of the receiving
sewers/W WTF. 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.
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 (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.
I. GENERAL INFORMATION: Application Number: UO� h� (to be completed by DWQ)
1. Applicant's name (name of the municipality, corporation, individual, etc.): _
C :� j of W&Jec5cin le-
2. `Owner's or signing official's name and title (15A NCAC 2H .0206(b)):
3. Name and complete address of applicant: L i'Iy Di- HeAOCCONVI I/G
1�.�nitr JrevrL'r �ef �T t�0 DY 11 U0
City: 14G,,&rSeNJiIle- State: NG Zip: Z87%3
Telephone number: ( 62 ) (n97- 3%0 Facsimile number:( 828) o ^7-1 %0% 1
Fi
4. Project name (name of the subdivision, facility or establishment, etc.): Jpwc LGVC�0�I7lWi
5. County where project is located: ebdemo.,J
FORM: GSPA 02/00 �b Page 1 of 4

r. Name and completes address of engineering firm: W i I) iam r}. Loasl6✓ t rI �U046 C" f}.
?b 3X 5q%
1 City: eNJ05CIJV;& State: NL zip: 28793
Telephone number: ( 829) 07-733q Facsimile number:(S28) &V 7333
7. Name and affiliation of contact person who can answer gpestions about application: ,
II. PERMIT INFORMATION:
1. Project is: X new; modification
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: _ ( public private.
If private, units (lots, townhomes, etc.) are: leased (Skip to Section 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.): C.Dmmforc/GI "MLp li
L4,oke_1
2. Volume of wastewater generated by this project: f�04o G ed gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)):
io1 room X 12o ctal /c6y l 7eo/rl = ¢30g6 qpd
4. Nature of wastewater: 100 %Domestic/Commercial;
% Other waste - specify:
5. If wastewater is industrial in nature:
% Industrial;
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility: W k
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: Upys� -Dkgolpgrn ..GN.+ty Seeger
2. Owner and name of wastewater treatment facility (W WTF) receiving wastewater (See Instruction C.):
Cif c� 4 vJeoamillc. W WTP
3. WWTF permit number (NC00***** or W000*****): NC 0025531
FORM: GSPA 02/00 Page 2 of 4

4. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
12"
Z50
a"
45O
5. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria and
15A NCAC 211.0200? V Yes; No. If no, please identify criteria and explain:
IMPORTANT:
If you responded No to question IV.S above, the completed application package, including two (2)
copies of plans, specifications, supporting information and any other materials, should be submitted
for an individual permit.
The completed application package, including all supporting information and materials should be
sent to the following address:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
By Courier/Special Delivery:
512 NORTH SALISBURY STREET,
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
FORM: GSPA 02/00 Page 3 of 4

V. CERTIFICATIONS:
Professional Engineer's Certification: 1 I
I, Wi l l i lm ? � e attest that this application for () PLLWd OPf11PAtt
—RCN i 7GN J[ V'e has been reviewed by me and is
accurate, complete and consistent with the information supplied 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 and Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996. 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.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification: I j�
I, Ezm R llmOhl attest that this application for UPWOrrl •✓yJ0pM&4
xIYiTDN 7ClJ Z! 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
143-215.613, 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.
Signature: A jr p:-- Date:
RECEIVED
WA-mD In inl rry carTION
M6Y u 1 21itI]
FORM: GSPA 02/00 Page 4 of 4
Nnn'!ye©halga Permitting

DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional Office
WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
Phone: [phone]
Fax: [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Raleigh Regional Office
WQ Supervisor
3800 Barrett Drive, Suite 101
Raleigh, NC 27609
Phone: [phone]
Fax: [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Winston-Salem Regional Office
WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
Phone: [phone]
Fax: [phone]
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Fayetteville Regional Office
WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
Phone: [phone]
Fax: [phone]
Mooresville Regional Office
WQ Supervisor
919 North Main Street
Mooresville, NC 28115
Phone: [phone]
Fax: [phone]
Anson
Moore
Alexander
Lincoln
Bladen
Robeson
Cabarrus
Mecklenburg
Cumberland
Richmond
Catawba
Rowan
Harnett
Sampson
Cleveland
Stanly
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Washington Regional Office
WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Wilmington Regional Office
WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
Fax: [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
FORM: WSCA 10/99 Page 2 of 2

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u
TECHNICAL SPECIFICATIONS
I
UPWARD DEVELOPMENT
SANITARY SEWER IMPROVEMENTS
CITY OF HENDERSONVILLE
HENDERSON COUNTY, NORTH CAROLINA
,Milli
? 22989
PREPARED BY:
WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
CONSULTING ENGINEERS
1635 ASHEVILLE HIGHWAY RECEIVED
HENDERSONVILLE, NORTH CAROLINA WATERC)IIAI.RY.Q=r%Tl()N
APRIL 2001 MAY U % !,
Non -Discharge Permitting

SECTION 07110 SEWER PIPE (GRAVITY) AND APPURTENANCE MATERIAL
07110.1 SCOPE
These specifications shall
furnished and installed to
installations in accordance
appurtenances shall be of the
plans and designated herein.
07110.2 GENERAL
apply to the materials to be
complete the sanitary ,sewer line
with the plans. All pipe and
class and type as indicated on the
All materials shall be first quality with smooth interior and
exterior surfaces, free from cracks, blisters, honeycombs and
other imperfections, and true to theoretical shapes and forms
throughout. All materials shall be subject to the inspection of
the Engineer at the plant, trench, or other point of delivery,
for the purpose of culling and rejecting materials, which does
not conform to the requirements of these specifications. Such
material shall be marked by the Engineer and the Contractor
shall remove it from the project site upon notice being received
of its rejection.
As particular specifications are cited, the designation shall be
construed to refer to the latest revision under the same
specification number, or to superseding specifications under a
new number except provisions in revised specifications which are
clearly inapplicable.
Polyvinyl Chloride Pipe
Polyvinyl Chloride (PVC) pipe shall meet the requirement of ASTM
D 3034, latest edition, and be suitable for use as a gravity
sewer conduit. The standard dimension ratio (SDR) shall be
thirty-five (35) unless otherwise specified. The pipe shall be
supplied in standard laying lengths of twenty (20) feet and
twelve and one-half (12.5) feet.
All PVC pipe joints shall be of an integral bell and spigot of
the same material as the -pipe with a solid cross-section rubber
"O" ring securely locked in place at the point of manufacture.
Service saddles and other fittings
manufacturer and shall be of the
construction as the pipe material.
07110-1
shall be supplied by the pipe
same material and type of

Ductile Iron Pipe
Ductile Iron Pipe shall be manufactured in accordance with ANSI
Specification A 21.51. All Ductile Iron Pipe shall be Class 50
unless otherwise specified and shall be lined with cement mortar
not less than one sixteenth (1/16) inch thick conforming to ANSI
Specification A 21.4.
Slip or "push -on" joints shall be manufactured in accordance
with ANSI Specification A 21.11. Bells of "slip" joint pipe
shall be contoured to receive a bulbshaped, circular rubber
gasket, and plain ends shall have a slight taper to facilitate
installation. The lubricant used in making up the joints shall
be furnished by the pipe manufacturer. The jointing shall be
done by guiding the plain end into the bell until contact is
made with the gasket and by exerting a sufficient compressive
force to drive the joint home until plain end makes full contact
with the base of the bell.
Steel Casing Pipe
Steel casing shall conform to ASTM A-53, Grade B or ASTM A-139
Grade B standard specifications. Casing pipe shall have a wall
thickness as follows, unless otherwise noted in the bid
documents:
12" thru 24" casing
30" casing
36" casing
07110.3 MANHOLES
- 0.250 inches wall
thickness
- 0.312 inches wall
thickness
- 0.375 inches wall
thickness
Precast concrete manhole bases, risers and cones shall conform
to ASTM C-478, latest revision for Precast Reinforced Concrete
Manhole sections. Tapered sections and transition sections,
where required, shall be of eccentric cone design, having the
same wall thickness and reinforcement as the cylindrical ring
sections. Flat slab tops shall be required for very shallow
manholes and where shown.or specified. Cast iron manhole covers
and assemblies shall be cast into slab tops for access into
manholes.
Minimum compressive strength of concrete shall be 4,000 psi
and the maximum permissible absorption shall be six and one-half
(6.5) percent. Risers shall be reinforced with a single cage of
.steel placed within the center one-third (1/3) of the wall. The
tongue or the groove of the joint shall contain one (1) line of
07110-2

circumferential reinforcement equal in area to that in the
barrel of the manhole riser. The minimum cross -sectional area of
steel per linear foot shall be twelve one -hundredths (0.12)
square inches for larger sizes. Precast manhole sections shall
fit together readily and shall have a self-contained "O" ring
rubber gasket conforming to ASTM C-443.
The quality of materials, the process of manufacture, and the
finished manhole sections shall be subject to inspection and
approval by the Engineer and his inspector. The manhole sections
shall be perpendicular to their longitudinal axis within the
limits listed in ASTM C-478.
07110.4 MANHOLE FRAMES AND COVERS
Casting for manhole frames and covers shall be tough, even
grained, soft grey iron, free from burnt on sand and other
injurious defects and conform to the requirements of ASTM A 48,
latest revision Class 30.
07110.5 BRICK
Brick for manholes and other structures shall conform to
applicable requirements of ASTM Specification C 62, latest
revision, Grade SW.
07110.6 CONCRETE
Concrete for sewer structures shall consist of a mix of Portland
cement, fine and coarse aggregate and water to produce concrete
with a minimum compressive strength at twenty-eight (28) days of
not less than 3,000 psi when tested according to ASTM
Designation C-39 or C-42.
Air Content (by volume) of the mix shall be between four (4) and
eight (8) percent when placed. The consistency of the concrete
shall be such as to allow it to be worked into place without
segregation or excessive laitance. Slump shall be no more than
four (4) inches.
07110.7 MORTAR
Mortar for masonry in sewer structures shall be 1:2 cement sand
mix, except that hydrated lime may be substituted for not more
than ten (10%) percent by weight, of the cement.
07110-3

07110.8 FLEXIBLE COUPLINGS
Whenever it becomes necessary to join sewer pipe lines of
dissimilar materials or pipe sizes it shall be required to use
a flexible coupling. The coupling shall be made of virgin poly
vinyl chloride (PVC) shall not harden, and shall be impervious
to all known soil conditions. The coupling shall provide a
permanent leakproof seal approved by the Southern Building Code
Congress and manufactured in accordance by Fernco Joint Sealer
Company or an approved equal.
I
07110-4

SECTION 07120 SANITARY SEWER (GRAVITY) PIPE INSTALLATION
07120.1 DESCRIPTION OF WORK
The work covered under this section shall consist of
furnishing all
labor, equipment and services for the installation of
gravity sanitary sewer lines as shown on the drawings
and specified herein and in agreement with the General
Conditions of these contract documents.
07120.2 HANDLING AND STORING MATERIALS
The Contractor shall unload pipe so as to avoid deformation or
other injury thereto. Pipe shall not be placed within pipe of a
larger size and shall not be rolled or dragged over gravel or
rock during handling. The Contractor shall store the pipe on
sills above storm drainage level and deliver for laying after
the trench is excavated. When any joint or section of pipe is
damaged during transporting, unloading, handling, or storing,
the undamaged portions of the joint or section may be used where
partial lengths are needed, or, if damaged sufficiently, the
Engineer will reject the joint or section as being unfit for
installation.
If any defective pipe is discovered after installation,
it shall be removed and replaced with sound pipe or
shall be repaired by the Contractor in an approved
manner and at his own expense.
07120.3 PIPE ALIGNMENT AND GRADE
The layout of gravity sanitary sewer lines and invert elevations
at governing points are as shown on the drawings.
The Contractor shall do all layout work for 'lines and grades
from that information shown on the drawings or as furnished by
the Engineer.
When a laser beam instrument is used to set line and grade, the
unit must be maintained in good working order, and the
calibration checked daily for both alignment and percent grade.
In the event the required accuracy of alignment and grade is not
adhered to, the Engineer will prohibit the use of laser beams.
07120.4 PREPARATION OF PIPE FOUNDATION
07120-1

The pipe foundation shall be prepared to be uniformly firm and
shall be true to the lines and grades as shown on the plans.
The preparation of the pipe bedding shall be in accordance with
the typical trench cross sections as shown on the drawings.
Under no circumstances shall pipe be laid in water, on
rock, or when trench conditions or weather is
unsuitable for such work.
Whenever the nature of the ground will permit, the excavations
at the bottom of the trench shall have the shape and dimensions
of the outside lower third of the circumference of the pipe,
care being taken to secure a firm bearing support uniformly
throughout the length of the pipe. A space shall be excavated
under and around each bell to sufficient depth to relieve it of
any load and to allow ample space for filling and ,finishing the
joint. The pipe, when thus bedded firmly, shall be on the exact
grade. In case the bed shaped in the bottom of the trench is too
low, the pipe shall be completely removed from position, and
earth of suitable quality shall be placed and thoroughly tamped
to prepare a new foundation for the pipe. In no case shall the
pipe be brought to grade by blocking up under the barrel or bell
of same, but a new and uniform support must be provided for the
full length of the pipe. Where rock or boulders are encountered
in the bottom of the trench, the same shall be removed to such
depth that no part of the pipe, when laid to grade, will be
closer to the rock or boulders than ,six (6) inches. A suitably
tamped and shaped foundation of approved material shall be
placed to bring the bottom of.the trench to proper subgrade over
rock or boulders.
Where the foundation material is found to be of poor supporting
value, the Engineer may make minor adjustment in the location of
the pipe to provide a more suitable foundation. Where this is
not practical, the foundation shall be conditioned by removing
the existing foundation material by undercutting to the depth as
directed by the Engineer, within the limits established on the
plans, and backfilling with either an approved material secured
from unclassified excavation or borrow excavation at the nearest
accessible location along the project, or foundation
conditioning material consisting of crushed stone -or gravel or
a combination of sand an¢ crushed stone or gravel approved by
the Engineer as being suitable for the purpose intended. The
selection of the type of backfill material to be used for
foundation conditioning will be made by the Engineer.
The Contractor shall remove all
or which may accumulate in the
and no pipes shall be laid until
07120-2
water which may be encountered
trenches by pumping or bailing
the water has been removed from

the trench. Water so removed from the trench must be disposed
of in such a manner as not to cause injury to work completed or
in progress.
07120.5 PIPE LAYING
Pipe shall be laid with bell ends facing in the direction of
pipe laying, unless directed otherwise by the Engineer. In all
cases, pipe is to be installed in strict accordance with the
manufacturer's recommendations and the contract material
specifications. The Engineer may augment any manufacturer's
installation recommendations if, in his opinion, it will best
serve the interest of the Owner.
Proper tools, implements, and facilities satisfactory to the
Engineer shall be provided and used for the safe and convenient
prosecution of pipe laying. All pipe and other materials used in
the laying of pipe will be lowered into the trench piece by
piece by means of suitable equipment in such a manner to prevent
damage to the pipe, materials, to the protective coating on the
pipe materials, and to provide a safe working condition to all
personnel in the trench. Each piece of pipe being lowered into
the trench shall be clean, sound and free from defects. It shall
be laid on the prepared foundation, as specified elsewhere to
produce a straight line on a uniform grade, each pipe being laid
so as to form a smooth and straight inside flow line. Pipe shall
be removed at any time if broken, injured or displaced in the
process of laying same, or of backfilling the trench.
When cutting short lengths of pipe, a pipe cutter as approved by
the Engineer will be used and care will be taken to make the cut
at right angles to the centerline of the pipe or on the exact
skew as shown on the plans. In the case of push -on pipe, the cut
ends shall be tapered with a portable grinder, or coarse file to
match the manufactured taper.
During times when pipe laying is not in progress, the open ends
of pipe shall be closed and no trench water or other material
shall be permitted to enter the pipe.
Where the pipe is laid on a grade of ten (10)percent or
greater, the laying shall start at the bottom of the slope and
proceed upward with the bell end of the new pipe upgrade. All
pipe laid on a grade of ten (10) percent or greater shall
require thrust blocking and keying as shown on the drawings and
standard details.
Where pipe lines of different materials are joined together a
07120-3

r
standard sewer repair coupling shall be used. The couplings
shall be Eastern Standard Sewer Repair Couplings (Mission Rubber
Company), the Fernco Joint Sealer Company or an equal product
approved by the Engineer.
07120_6 BACRFILLING
All backfill shall be compacted so as not to damage the pipe and
appurtenances and shall be compacted to ninety-five (95) percent
of the Standard Proctor Test for the various types of backfill
materials.
Methods of backfilling shall be in strict accordance with the
pipe manufacturer's recommendations. All backfill materials
shall have been approved by the Engineer. Select backfill
material shall be used when requested by the Engineer. Select
material shall be defined as a finely graded material free from
stones over one-half (1/)2 inch in diameter, plastic clays,
organic material, frozen lumps and various debris and shall be
approved by the Engineer prior to its installation.
Care shall be taken during backfill and compaction operations to
maintain alignment and prevent damage to the joints. The
backfill shall be kept free from stones, frozen lumps, chunks of
highly plastic clay, or other objectional material. All pipe
backfill areas shall be graded and maintained in such a
condition that erosion or saturation will not damage the pipe
bed or backfill.
Heavy equipment shall not be operated over any pipe until it has
been properly backfilled and has a minimum cover as required by
the plans. Where any part of the required cover is above the
proposed finish grade, the Contractor shall place, maintain, and
finally remove such material at no cost to the Owner. Pipe which
becomes mis-aligned, shows excessive settlement, or has been
otherwise damaged by the Contractor's operations shall be
removed and replaced by the Contractor at no cost to the Owner.
The Contractor shall maintain all pipes installed in a condition
that they will function continuously from the time the pipe is
installed until the project is accepted.
07120.7 MEASUREMENT AND PAYMENT
Quantities of pipe installed in accordance with the requirements
of this section shall be verified in the field by the Engineer.
Payment shall be made for total number of lineal feet of pipe
installed at the unit prices 'bid in each depth category. Price
07120-4

and payment shall constitute full compensation for furnishing
all equipment, tools, labor, and materials to complete the
work as specified.
07120-5

r
SECTION 07290 SANITARY SEWER MANHOLE MATERIAL, INSTALLATION & TESTING
07290.1 DESCRIPTION OF WORK
The work covered under this section shall consist of furnishing
all materials, labor, equipment, and services for the complete
installation of sanitary sewer manholes.
07290.2 MANHOLE CONSTRUCTION
Sanitary sewer manholes shall be installed at each break in
line or grade in each sanitary sewer line as shown on the
contract drawings.
The manholes shall consist of precast reinforced concrete
sections including a base section and conical top section.
These precast concrete sections shall conform to ASTM C-478,
latest revision.
The minimum inside diameter of the manhole shall be five (5)
feet unless noted otherwise on the drawings. Flat slab tops may
be used in non -traffic areas, for very shallow manholes, or
where shown on the drawings or approved by the Engineer.
Maximum allowable absorption of concrete shall be eight (8) per
cent. Minimum compressive strength of concrete for all sections
shall be 4000 psi. Each precast concrete section shall be.
joined together with a 110" ring rubber gasket conforming to
ASTM C-443 or an approved sealant conforming to Federal
Specification 55500210.
Manhole inverts shall be constructed of concrete or concrete
and brick of semicircular section conforming to the inside
diameter of the outlet sewer. Changes in size of pipe or grade
shall be made gradually and change in direction constructed by
using true curves. Each manhole shall be provided with such
channels for all connecting sewer pipes.
07290.3 MANHOLE INSTALLATION
The manhole foundation shall be prepared so as to provide a
firm, level area on which to place the precast concrete manhole
base section. When poor foundation soil is encountered or
excess groundwater exists the foundation shall be excavated
twelve (12) inches below the final subgrade elevation
backfilled with washed stone to provide a proper foundation.
07290-1

r
The manhole sections l shall be lifted from the side of the
excavation to the bottom of the trench with equipment and
support slings capable of safely handling the heavy concrete
pieces. The manhole shall be set plumb and adjusted to the
final finished surface grade with brick and mortar.
Pipe openings shall be exactly aligned to that of the pipe
entering and leaving the manhole. The gravity sanitary sewer
pipe lines shall be placed in the manhole openings, properly
aligned, and set to grade. Sanitary sewer shall be connected
to the manholes using lock joint flexible manhole sleeves or
equal. For large diameter pipe where a flexible rubber sleeve
is not available the pipe line shall be sealed into the manhole
using an expanding type or non -shrink type grout.
Manhole steps shall be properly spaced as shown in the standard
detail drawing, but in no case more than fifteen (15) inches on
center. The steps shall be made of heavy cast iron (10 inch
thick), reinforced plastic (ASTM 2146-Type II.), or aluminum
(min. load 1000 lbs.).
07290.4 MANHOLE FRAMES AND COVERS
Frames and covers shall be cast iron of superior quality, tough
and even texture. Castings shall be gray iron conforming to
ASTM A-481 size as indicated, free from blow holes, porosity,
hard spots, shrinkage distortion, or other defects, well
cleaned and coated with asphalt paint. This paint shall result
in a smooth coating, tough and tenacious when cold, not tacky
and not brittle. The bearing surface between frame and cover,
shall be machined to prevent rocking and rattling.
The, standard manhole casting shall be designed for heavy duty
use with a 210 pound frame and 130 pound cover. Acceptable
products include Sumter Machinery Company (#MC-18.& MF-11),
Dewey Brothers Foundry (#MHRCR-2001) or an approved equal.
Special waterproof manhole frame and covers shall be installed
only at those locations indicated on the contract drawings.
Acceptable products include Neenah Foundry, Sumter Machinery
Co.., Dewey Brothers Foundry, or an approved equal.
The frame and cover shall be properly set in a bed of mortar
and aligned to fit the top section of the manhole. Concrete
brick, set in mortar, shall be used to adjust the top of the
frame and cover to finished grade; however, no more than four
(4) courses of brick will be used for adjustment.
07290-2

Yi ,
07290.5 MANHOLE INVERTS
Manhole inverts and benches shall be constructed in accordance
with the standard details shown on the drawings. Invert shall
be a U-shaped channel with a height of eight -tenths (0.8) of
the diameter and be a smooth continuation of the pipe. The
benches shall be constructed with a slope of one (1) inch per
foot to the channel. The channel and invert shall be
constructed with a minimum of 2000 psi concrete or brick fill
with concrete finish minimum one (1) inch thick. Where sewer
changes directions at the manhole, channel shall be constructed
with a smooth curve with as large a radius as the diameter of
the manhole will allow.
07290.6 MANHOLE DROPS
Standard drop manholes will be constructed only at those
locations shown on the drawings or as approved by the engineer.
The design of the drop connection shall be in accordance with
the standard detail drawing.
The cost of the extra pipe, labor, etc. required to construct a
drop manhole will be included in the unit price for the drop
manhole at the depths listed.
07290.7 INSPECTION AND ACCEPTANCE
Manholes shall be constructed to provide a true circular inside
diameter with properly corbeled tops, satisfactory inverts and
properly placed steps and castings. Any visible leaks in the
manholes shall be completely stopped to the satisfaction of the
Engineer.
07290.8 MANHOLE VENTS
Where designated on the contract drawings, a four (4) inch
diameter vent pipe shall be installed as an integral part of
the manhole. The vent pipe is to be tapped in to the upper most
section of the manhole, anchored in concrete and extended
vertically to the elevation shown on the drawings. The pipe
shall have a reverse bend and screen to prohibit rain and
foreign materials from entering pipe.
The pipe material shall be Schedule 40 Galvanized Steel with
two coats of epoxy paint approved by the Engineer.
07290-3

0.7290.9 MEASUREi+WNT AND PAYMENT
Quantities of manholes installed in accordance with the
requirements of this section shall be verified in the field by
the Engineer. Payment shall be made for Standard Manholes or
Standard Drop Manholes at the prescribed depth measured from
the top of the frame to the low pipe invert at the respective
unit price bid.
Payments for watertight manhole frame and covers and manhole
vents will be considered to be included in the unit price bids
for the respective manholes.
Payment shall constitute full compensation for furnishing all
equipment, tools, labor and incidentals and performance of all
work necessary to install the manholes as specified.
U
07290-4

SECTION 07295 SANITARY SEWER SERVICE CONNECTIONS
07295.1 DESCRIPTION OF WORK
The work covered under this section shall consist of furnishing
all materials, labor, equipment, and services for the complete
installation of a sanitary sewer service connection from the
sanitary sewer (gravity) main line to the edge of the property
to be served as,shown on the project drawings.
07295.2 CONNECTION TO MAIN
The standard sewer service connection shall be four (4) inches
in diameter unless shown otherwise on the drawings, and shall
connect to the main at a "wye" branch connection installed with
the pipeline as it is being laid. The "wye" branch shall be of
the same material as the main pipe line. Direct taps into the
sewer main will not be acceptable unless approved by the
Engineer prior to the laying of the main line.
07295.3 CONNECTION TO MANHOLE
When shown on the drawings or directed by the Engineer, a sewer
service connection shall be made into a manhole. The connection
shall be made at the manhole invert. The invert shall be rebuilt
so as to provide a smooth transition from service connection to
main line. Inverts and benches shall be constructed in such a
way as to prevent the deposition of solids in the manhole.
07295.4 SERVICE LINE
The service line shall be installed from the "wye" branch
connection to the edge of the public or utility right-of-way as
shown on the plans.
The sewer service line will be constructed of either PVC pipe
(PVC schedule 40) pipe, or Ductile Iron (CL 350) as shown on the
plans. When the service, line pipe material is different from
that of the main line a flexible, water tight, rubber transition
coupling shall be used to join the service line to the "wye"
connection. The service line shall be laid at a minimum grade of
one (1.0) percent with a minimum cover of three (3.0) feet. Less
than three (3) feet of cover will require the use of ductile
iron pipe.
07295-1

07295.5 CLEANOUT AND PLUG
At the edge of the public or utility right-of-way a "cleanout"
shall be installed. The cleanout shall consist of a "wye" branch
connection, forty-five (45) degree bend, riser pipe, and
threaded plug installed flush with finished ground elevation.
The end of the utility owner's sewer service connection shall
terminate at the end of the pipe which will normally extend five
(5) feet beyond the "wye" branch for the cleanout. A watertight
plug shall be installed at the end of this line until such time
as the property owner directs the utility owner to connect his
facilities to the sewer system.
07295.6 MEASUREMENT AND PAYMENT
Payment for the -furnishing and installation of all service
connections ("wye" branches, service line, clean outs, plugs,
couplings, etc.) as described in this section and as shown on
the plans, shall be covered under the contract unit price bid
for each Sewer Service Connection.
CL
07295-2

SECTION 07412 BORE AND ENCASEMENT
07412.1 DESCRIPTION OF WORK
The work under this section consists of furnishing all materials,
labor, equipment and services required for the complete
installation of encasement pipe and carrier pipes under
highways and railroads by boring and jacking as shown on the
drawings and specified herein.
All work in connection with constructing encasement pipes under
highways and railroads shall comply with all current
requirements of governing highway and railroad Agencies. The
Contractor shall be familiar with these requirements.
07412.2 ENCASEMENT MATERIALS
Encasement pipe shall be smooth
ASTM Designation A139, Grade B.
coated in accordance with AWWA
thickness shall be as follows:
Pipe -Nominal Diameter
Inches.
16
20
24
30
36
07412.3 INSTALLATION OF ENCASEMENT
wall welded steel conforming to
The outside of the pipe shall be
Standard C203. Minimum pipe wall
Wall Thickness
Inches
.250
.250
.250
.312
.500
Encasements shall be installed by boring and jacking unless field
conditions require otherwise. It shall be the Contractor's
responsibility to notify the Engineer immediately if conditions
not permit a jack and bore installation.
The encasement pipe shall be of the diameter indicated for the
carrier pipe as shown on the drawing.
Installation of encasement pipe shall include all related work and
services such as mobilization of equipment, constructing and
maintaining working pits, right-of-way maintenance and
restoration, traffic maintenance, mining, excavations, dewatering,
07412-1

sheeting, shoring and bracing for embankments, operating pits,
and as elsewhere required shall be placed and maintained in order
that work may proceed safely and expeditiously.
The alignment and grade shall be carefully maintained and the
encasement pipe installed in a straight line.
The space outside the encasement and the ground shall be filled
with grout, sand or pea gravel, as directed by the Engineer.
The Engineer will direct that this space be filled if the space
is large enough to cause any earth settling.
Before the pipe is installed in the casing, pressure creosoted
wood blocks shall be rigidly fastened to the barrel of the pipe.
After completion of the casing, the Contractor shall insert the
pipeline in pre -jointed segments. No contact will be permitted
between the casing and the carrier pipeline.
07412.4 MEASUREMENT AND PAYMENT
Quantities of encasement pipe installed by the boring and jacking
method shall be determined by measuring the actual lineal feet of
encasement pipe in the ground.
Payment shall be for the total number of lineal feet of encasement
pipe installed at the respective unit price bid for the item:
Price and payment shall constitute full compensation for
furnishing all equipment, labor, tools, and materials to
complete all of the work required under.this section including
excavation of working pits, encasement pipe, carrier pipe,
dewatering, shoring, etc.
m
07412-2

pppppw-
r
of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Secretary
Kerr T. Stevens, Director
Division of Water Quality
WATER QUALITY SECTION
January 17, 2001
Mr. Ezra W. Allman
Director of Water and Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793
Dear Mr. Allman:
AM
RCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Permit No. WQ0019424
City of Hendersonville
Hamilton's Landing
Wastewater Collection System Extension
'\�pnderson County
a
In accordance with your application received December 12, 2000, please find attached
Permit No. WQ0019424 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 1
5A 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 .p200; 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, Carol i na-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. 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.

Ezra W. Allman
Page Two
January 17, 2001
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 559
linear feet of eight inch gravity sewer.to serve fifteen (15) homes as part of the Hamilton's
Landing sewage collection system, and the discharge of approximately 5,4000 gallons per day
of collected domestic wastewater into the City of Hendersonville's existing sewerage system,
pursuant to the application received December 12, 2000, 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 City of
Hendersonville's Wastewater Treatment facility (NPDES Permit No. NC0025534) 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 and 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. Roy Davis at
828/251-6208.
Sincerely,
Kerr T. Stevens
xc: Henderson County Health Department
Sam Laughter
John Jeter
Roy M. Davis

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
'his 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 2B
.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
daily, as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter,
pump stationsshall be inspected every day. 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 28 .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.
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 letter
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.
Permit issued this the 17th day of January, 2001
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
K6rr T. Stevens, DiWdlor
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019424

Permit No. WQ0019424
January 17, 2001
Partial
ENGINEERS CERTIFICATION
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 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

of North Carolina
epartment of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
'William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph D., Acting Director
November 14, 20,
City of Hendersonville
Ezra Allman
Post Office Box 1760
Hendersonville NC 28793
Subject: Permit No. WQ0019424
Hendersonville City -Hamilton
Henderson County
Dear Mr. Allman:
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,
J
Thelma Williams
cc: Asheville Regional Office, Water Quality Section
Central Files
Mountain Engineering
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/10% post -consumer paper

o. WQ0019424
January 17, 2001
ENGINEER'S CERTIFICATION
Partial xx Final
REGc1`��,ry
on. U,$vi1�`�}: 1 G :tL�j1Y
I, .John B. Jeter .. , 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, Hamilton's Landing Hendersonville, Henderson Co. 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; 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 Division of Water Quality hereby
acknowledges receipt and acceptance of this Engineers
n Certification p
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

MOUNTAIN ENGINEERING COMPANY
CIVIL ENGINEERING + SITE PLANNING
P.O. Box 66 Flat Rock, N.C. 28731 [phone]
Mr. Kerr T. Stevens, Director
N.C. Department of Environment and Natural Resources
Division of Water Quality
iPye�raiits�7andEngineeringUnit,
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Re: ilemiitNoU4 QQ019424
City of Hendersonville
Hamilton's Landing
Wastewater Collection System Extension
Henderson County
Dear Mr. Stevens:
15 October 2001
NOV 0 9 2001
DWQ STAFF SMVICES
To the best of my knowledge, from periodic construction inspections and tests, Sewer System
Improvements for Hamilton's Landing have been completed according to the approved plans,
specifications, and permit.
I recommend acceptance by the City of Hendersonville for connection to the municipal public
sanitary sewer system.
cc: City of Hendersonville
Glade Holdings
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PPPPP""_
EFufNorth Carolina
epartment of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
October 4, 2001
Mr. Ezra Allman, Director
Water and Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793-1760
Dear Mr. Allman:
�46
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Permit No. WQ0020526
Charleston at the Meadows, Phase I
City of Hendersonville
Wastewater Collection System Extension
,Hendersonville County
In accordance with your application received September 28, 2001, please find attached Permit
No.WQ0020526 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
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.

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 505 linear
feet of eight (8) inch gravity sewer; to serve Charleston at the Meadows, Phase I as part of the City
of Hendersonville's wastewater collection system and the discharge of approximately 9,360 gallons
per day of collected domestic wastewater into the City of Hendersonville's existing sewerage system,
pursuant to the application received September 28, 2001 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 City of
Hendersonville's Wastewater Treatment facility (NPDES Permit No. NC0025534) 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. Roy Davis at
8281251-6208.
Sincerely,
Thorpe, Ph.D..
Enclosure
xc: Henderson County Health Department
Non -Discharge Permitting Unit
Paul Patterson
Roy Davis

wce-co aosa6
CITY OF HENDERSONVILLE COUNCIL
.<u H. Niehoff, Jr. J. CRUTENDEN HARLEY
Mayor, "The City of Four Seasons"
Mary Jo Padgett LONDA MURRAY
Mayor Pro-TernWATER AND SEWER DEPARTMENT
Chris A. Carteerr- MARY JO PADGER
City Manager Ezra Allman, Director
Tammie K. Drake- BARBARA.VOLK'
City: Clerk
LETTER OF TRANSMITTAL
Mr. Kim H. Colson, P.E., Supervisor September24, 2001
N. C. Department of Environment & Natural: Resources
Division of Water Quality
161-7 Mail Service Center
Raleigh, N.C. 27699-1617
This project is being forwarded to you for your review and approval.•'
Submitted By:::z4m Al
Ater an Sewer Department
CITY OF HENDERSONVILLE
_ r
of SE
2 82001 61 D
cc: Project File ;�,f
AS FIErf fOlj QL i,S�`'1�t?h'
318 Fourth Avenue East P.O.. Box 1760 Phone: [phone]
Hendersonville, NC 28792, Hendersonville, NC 28793 Fax: , (828)'697-1707
e-mail: [e-mail] . w .cityofhendersonville.org

CITY OF HENDERSONVILLE
_eo H. Niehoff, Jr.
Mayor
- The City of Four Seasons"'
Many Jo Padgett -
-
Ms A.
WATER AND SEWER DEPARTMENT
Carter
Chris A. Carter �
City Manager ' .
-
Ezra Allman, Director -
T=rnie K. Drake
City Clerk -
-
Mr. Kim H. Colson, P.E., Supervisor
N. C: Department of Environment & Natural Resources
Division of Water Quality .
1,617 Mail Service Center
Raleigh, N.C. 27699-1617
Re: CAPACITY ACCEPTANCE LETTER.
Charleston at The Meadows, Phase I
Sewer Line Extension.,
CITY COUNCIL:
J. CRMENDEN HARLEY
LONDA MURRAY
MARY JO PADGM
BARBARA VOLK
September 24, 2001
Dear Mr. Colson: `� F
This is to advise you.that I have reviewed the plans and specifications prepared by Mr. Robert Paul
Patterson, P:E;, of Patterson & Patterson, of Hendersonville, N.C. for a proposed gravity sewer collection
system to serve the referenced project.
It is my opinion that the City of Hendersonville has the capacity to accept the additional wastewater flows
that will be generated by this,project.
This project is being 'submitted via Fast Track for your review and approval.
If you have any questions, call me at [phone].
cc: Project.file,
318 Fourth Avenue East
Hendersonville,.NC 28792 -
e-mad:. [e-mail]
Sincerely,
E_ a Allman, irector
ater and Sewer Department '
CITY OF HENDERSONVILLE
P.O. Box 1760 - Phone: [phone]
Hendersonville,. NC 28793 Fax: [phone]
va nv.cityofnendersonville.org

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•O THE WEAR GROUP, INC. 1002
RT. 4 BOX 227C
HENDERSONVILLE, NC 28739
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DATE TO THE ORDER OF I CHECK NO
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State of North Carolina r!Dk.,
Department of Environment and Natural Resour es NP',Z l6 a,
Division of Water Quality
NON -DISCHARGE PERMIT APPLICATIO �lswl_ ,i`xil tp 1,
GRAVITY SEWER COLLECTION SYSTEMS
(Pump stations, force mains and pressure sewers are not to be included as part of this application package.)
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS: Please indicate that you have included the following list of application requirements by signing your initials in the
@Q'sp/ace provided next to each item.
ekA. Application Form - Submit one original and one copy of the completed and appropriately executed application form. Any
changes to the content of 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. Failure to submit all
required items will lead to additional processing and review time for the permit application.
B. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment and
hh' Natural Resources (NCDENR).
C. Flow Acceptance Letters — If the owner of the W WTF is different from the applicant, submit two copies of a flow acceptance
letter from the owner of the 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/W WTF. 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.
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 (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.
I. GENERAL INFORMATION: Application
(to be completed by DWQ)
1. Applicant's name (name of the municipality, corporation, individual, etc.): City of Hendersonville
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)): Ezra Allman, Director
3. Name and complete address of applicant: City of Hendersonville
City: Hendersonville State: NC Zip: 28793-1760
Telephone number: ( 828 ) 697-3063 Facsimile number: ( 828 ) 697-1707
4. Project name (name of the subdivision, facility or establishment, etc.): Charleston At The Meadows. Phase 1
FORM: GSPA 02/00 Page 1 of
C

5. County where project is located: Henderson
6. Na Afro' d OJOVIe address of engineering firm: Patterson & Patterson
Cit: Hendersonville State: _
Telephone number: ( 828 ) 692-6629
Zip: 28793-1189
Facsimile number: ( 828 ) 692-6629
7. Name and affiliation of contact person who can answer questions about application: Paul Patterson. P.E. or
Sam Fore nn City of Hendersonville
H. PERMIT INFORMATION:
1. Project is: X new; modification
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: X public private.
If private, units (lots, townhomes, etc.) are: leased (Skip to Section II1.) 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.): Residential/Subdivision
2. Volume of wastewater generated by this project: 9,360 gallons per day
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(I)): 6 condos w/3 bedrooms x 360 gpd + 30
condos w/2 bedrooms x 240 gpd/bedroom = 9,360 gpd
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: Gravity sewer extension from existing manhole in alley to provide sewer service for project
2. Owner and name of wastewater treatment facility (W WTF) receiving wastewater (See Instruction C.):
City of Hendersonville W WTF
3. WWTF permit number (NC00***** or W000*****): NCO025534
FORM: GSPA 02/00 Page 2 of 4

.. Aiary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
8" Ductile Iron CL350
30
8" SDR35 PVC
475
5. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria and 15A
NCAC 2H .0200? X Yes; No. If no, please identify criteria and explain:
IMPORTANT:
If you responded No to question IV.S above, the completed application package, including two (2) copies of
plans, specifications, supporting information and any other materials, should be submitted for an individual
permit.
The completed application package, including all supporting information and materials should be sent to the
following address:'
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESO
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,
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
FORM: GSPA 02/00 Page 3 of 4

V. CERTIFICATIONS:
Professional Engineer's Certification:
I, Robert Paul Patterson. P.E. attest that this application for Charleston At The Meadows, Phase 1
has been reviewed by me and is accurate,
complete and consistent with information supplied 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 and Gravity Sewer Minimum Design Criteria for Gravity
Sewers adopted February 12, 1996. 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, Ezra Allman. Director attest that this application for Charleston At The Meadows, Phase 1
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 143-215.613, 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.
Signature: & tic, Date: 3
FORM: GSPA 02/00 Page 4 of 4

State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
August 16, 2001
Mr. Ezra Allman, Director
Hendersonville Water and Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793-1760
Dear Mr. Allman:
1 i
NCDENR
NORTH C.AROLINA DEPARTMENT OF
ENVIRONMENT AND. NATURAL RESOURCES
SUBJECT: Permit No. WQ0020305
City of Hendersonville
Creek Side -Phase II
Wastewater Collection System Extension
Henderson County
In accordance with your application received August 13, 2001, please find attached Permit
No.WQ0020305 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
tau

mwppppp�
'
ate of North Carolina
Department of Environment
and Natlirall Resource§ - --
Asheville Regional Office ,
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
Division of Water Quality
WATER QUALITY SECTION
June 18,.2001
Mr. Ezra W. Allman
Director of Water and Sewer
City of. Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28739
ME
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL, RFSOURCEs
SUBJECT: Permit No. W00020007
City of Hendersonville
Highland Lake, Phase 9
Wastewater Collection System Extension
j Henderson County
Dear Mr. Allman:
- _-----_-'In=accordance withyourapplication-received on May 15;,2001—,p1easefind attached -Permit ----
Number WQ0020007 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 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.

Ezra W. Allman
June 18, 2001
Page'Two
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 1,200
linear feet of eight (8) inch Ductile Iron Pipe gravity sewer and approximately 2,268 linear feet of
eight(8) inch diameter PVC gravity sewer; and the discharge of approximately 11,880 gallons per
day of collected domestic wastewater into the City of Hendersonville's existing sewerage system,
pursuant to the application received on May 15, 2001 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
City of Hendersonville's Wastewater Treatment facility (NPDES Permit No. NC0025534) 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 M. Davis at
828/251-6208.
Sinc ely,
WWI
_ Kerr T. Stevens
Enclosure
xc; Henderson County Health Department
Non -Discharge Permitting Unit
Freeland-Clinkscales & Assoc.
Roy M. Davis

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 Permiee 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 2B
.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 daily,
as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump
stations shall be inspected every day. 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 143-215.1C.
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.
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.
A copy of the construction record drawings shall be maintained on fife 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 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 letter 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.
Permit issued this the 181h day of June, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
r 11,vwewvvl
rr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00020007

Permit No. WQ0020007
June 18, 2001 -
ENGINEERS 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, Highland Lake, Phase 9 Gravity Sewers, in Hendersonville. NC, Henderson County
Project Name Location and County
for the -Permittee hereby state that, to the best of my abilities, due care and diligence was used
in the observation of the construction such that the construction was observed to be built within
substantial compliance 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

orth Carolina
PW
artme pPand
nt of Environment
t Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
NCDEN* R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 14, 2000 "
EZRA ALLMAN, DIRECTOR, WATER AND SEWER DEPARTMENT ,; - 1CITY OF =
POST OFFIC OFFICE
ILLE ���' IVOV l %ZOOO
HENDERSONVILLE, NC 28793 -
Subject: Permit No. W'Q0019.148 ,�Oy
City of Hendersonville Lf
Kay Thomas Drive
Wastewater Collection System Extension
Henderson County
Dear Mr. Allman:
In accordance with your application received October 9, 2000, we are forwarding herewith Permit No.
WQ0019148, dated November 14, 2000, 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 Permtttee.
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 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. 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 City of
Hendersonville for the construction and operation of approximately 483 linear�feea of 8-inch gravity sewer to
serve 12 three -bedroom units as part of the Kay Thomas Drive project, and the discharge of 4,320 gallons per
day of collected domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to the
application received October 9, 2000, 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.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
V An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

The sewage and wastewater collected by this system shall be treated in the City of Hendersonv-
Wastewater Treatment Facility (NPDES Permit No. NC0025534) 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 Kristin E. Miguez at
[phone] extension 524.
Sincerely,
�
err T. Stevens
cc: Henderson County Health Department
Asheville Regional_Office;-Water Quality Section (WWTF-Permit No. NC0025534)
Laughter, Austin & Associates, PA

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:
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.
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 211.0227. 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 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 at least three times per
week until July 1, 2000; thereafter, pump stations shall be inspected at least daily, as defined in 15A
NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump stations shall be inspected every day.
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 §143-215.1C.

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.
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.
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 NCGO100000, and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A
NCAC 2H .0500.
11. 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 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 fourteenth day of November, 2000
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
UDivision of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019148

Permit No. W00019148
November 14, 2000
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 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

tate of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
November 5, 2001
Mr. Ezra W. Allman, Director
Hendersonville Water and Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793
SUBJECT: Permit No. WQ0020626
City of Hendersonville
Highland Golf Villas
Wastewater Collection System Extension
Henderson County
Dear Mr. Allman:
In accordance with your application received on October 30, 2001, please find attached Permit
No. WQ0020626 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
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.

Ezra W. Allman
November 5, 2001
Page Two
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 1,627 linear
feet of eight (8) inch gravity sewer; a 28 gallon per minute pump station with duplex pumps, on -site
audible and visual high water alarms, telemetry, and on site standby power; as well as approximately
1,475 linear feet of two (2) inch force main to serve Highland Golf Villas as part of the City of
Hendersonville wastewater collection system and the discharge of 15,840 gallons per day of
collected domestic wastewater into the existing City of Hendersonville sewerage system, pursuant
to the application received on October 30, 2001 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 City of
Hendersonville Wastewater Treatment facility (NPDES Permit No. NC0025534) prior to being
discharged into Mud Creek
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, 67,14 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are madey this permit shall be
final and binding.
If you need additional information. concerning this matter, please contact Mr. Roy Davis at
828/251-6208.
Sincerely,
Gregory orpe, Ph.D.
Enclosure
xc: Henderson County Health Department
Non -Discharge Permitting Unit
Roy Davis
John Jeter; Mountain Engineering

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:
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 arN 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 2B .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 daily,
as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump stations
shall be inspected every day. 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.
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.
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

11
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.
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 letter 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.
Permit issued this the 5t' day of November, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Gregory J. Thorpe, Ph.D�'Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0020626

Permit No. WQ0020626
November 5, 2001
ENGINEERS 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, Highland Golf Villas, City of Hendersonville. Henderson 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 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

D1 n-
State of North Carolina 1 1 !.
Department of Environment, Health and Natural Resources Ci 3 0 200l
Division of Water Quality aci'7
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewer systems are not to be included as part of this application package)
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/or the permit application.
C A. 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.
B. Attachment -Submit the completed and properly executed Form W SCA10/99 for each watershed within the project
of-1 �tiop
C.
0
Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
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 franchisefor the area to he served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of aletter 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 art 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 Sewer and/or W WTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and W WTF. 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/W WTF. The flow acceptance must not expire prior to permit
issuance and must he dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not he 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
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.ennsurte.naus/ndpu/
Application Number: (to be completed by DWQ)
FORM[: FTA 06/00 Page I of 5

H.
GENERAL INFORMATION:
1. Applicant's name (name othe JnuDtc j2ali� co22rption� in dividual, etc.):
3. Name and
4. Project Name (name of the
or establishment, etc.):
5. County where project is located: �S
6. Fee Submitted:
7. Name and complete address of
City:l"ZtT/ /C
Telephone Number:
firm:
(See Instruction
State: A-C-1 Zip: /�) _
3 Facsimile Number:
8. Name and affiliation of contact person who can answer questions about application:
PERMIT INFORMATION:
I. Project is: X new; modification.
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
3. Applicant is —X public _ private.
and the issue date
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.)
1. Please provide a one- or two -word description specifying the origin of the wastewater (school, �y
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.): gF.5m 111 1 -AL
6ZIRDIVISMAI � �f
2. Volume of wastewater generated by this project: �,;'Y"� ao gallons per day.
t /�
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): (4# X L360 jsW �
1�f�OL'7 cam)
prorated at 5 days per week/7days and 10 months out of the year/12 months or 997zodl = 1322 GPD
4. Nature of Wastewater: 100 % Domestic/Commercial ; % Industrial ;
% Other (specify)
FORM: FTA 06100 Page 2 of 5

�. If wastew:uer is industrial in nature:
a. Level of pretreatment has been provided to ensure protection of the receiving collection system
and wastewater treatment facility: VA
b If pretreatment permit is required, has one been issued? N/A Yes No. If yes, please
attach a cop} ofthe pretreatment permit. Irno, provide date application was submitted
IV. DESIGN INFORMATION:
1. Brief project description:
'_. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.):
3. WWTF permit number (NC00'•"' or W000""'): AICVV2
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.)
5. Permit Number for sewers immediately downstream:
6. Summary of GRAVITY SEWER to be permitted:
Diameter
(in))chgcs)
Length
.({]ineaeyetl ___
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 ?_Yes No. If no, please
identify criteria and explain
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Pints
GPM (a feet TDH
Reliability. Option
Selected
+•' .i':= � ����
+. a tr-:,
FORM: FTA 06/00 Page 3 of 5

S. Summary of FORCE MAIN to be permitted:
Diameter
(inches)
Length
I (linear feet)
_
_ Lam_
.9. . List,any equipment being utilized that is ndt 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.): I (:%. ,�
10. Do the subject pump stations and force mains comply with the minimum Design Criteria for the Fast -
Tract Permitting of Pump Stations and Force Mains documents adopted June 1, 2000 and 15A NCAC 2H
.0200? —X Yes; No. If no,.please identify criteria and explain:.
NOTE: If you responded NO to item IV.6. and/or item IVAO. 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.
FORNI: FTA 06/00 Page 4 of 5

V. CERTIFICATIONS
Professional Engineer's Certification:
Certification: ^' L A'
1,���//t/ a L J(, attest that this application for l(�/7 /yD OIL
has been reviewed by me and is
accurate, complete and consistent with the information supplied 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 havejudged 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 inakes 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 � Z IA Certification[ Pi N/5 UI L? /�S � ,
I, PA , attest that this application for fFA L4 [/J l
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 143-215.613, 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.
Signature E r( AvK_ Date
FORM: FTA 06/00 Page 5 of 5

Section GRINDER Page 109
=� Dated SEPTEMBER 1993
Performance
Curve
RPM: 3500 Discharge: Z"
225
.:
200
IMP
..
impeller/volute combination.
to factory for trim
selections beyond 6.75'.
-
a®®®Ax
®®Refer
50
150
w
141
®s
■tea®®®�®®
��►®�am��®oa®®
:
„
■�=�®a®yam®�®
®��®sue®��a•®�®�®
Operating point must fall within curve.
Conditions of Service:
G A r C9 G PUMP cN�` GPM: TDH: f 10 HYDROMATIC" PUMPS

CITY- OF*HENDERSONVILLE �`�`°"""`
Fred H. Niehoff,Jr. -. •• . ' - ' '` • J. CRrrrENDFN HARLE'Y
Mayor •�,The Gity of Four Seasons„ - ,
Mary Jo Padgett LONDA MURRAY
Mayor Pro -Tern WATER AND SEWERDEPARTMENT Chris A. Carter, - MARY JO PADGEIT
City Manager Ezra Allman, Director
Tammie K. Drake' BARBARA'VOLR
City.Clerk
October 26, 2001
Mr. Kim H-- Colson, .P.E., Supervisor
N. C. Department, of Environment &Natural Resources,
Division of Water Quality
1,617''Mail Service Center -
Raleigh, N.C. 27699-1617
Re: CAPACITY ACCEPTANCE'LETTER-
Highland Golf Villas {
Sewer -Line Extension;
Dear Mr. Colson:
This is to advise you that I have reviewed the'plans,and'specifications prepared by. Mr. John Baker Jeter,
IT, P.E.,; of Mountain Engineering Company of. Hendersonville, N.C. for a proposed 2" Force Main, a,'
:-Sewer Lift, Station and an 8" Gravity Sewer Collection System'to serve the referenced project.
It is my -opinion that -the City.of Hendersonville has the'capacity to accept the additional wastewater flows,
that will be generated by this project. f
This: project is being submitted via Fast Track.for your review and"approval.
If -you have any questions; call rile at (828):697-3063,
---'Sincerely,
G [ 1] EZA Allman, Director
- --� - Water and Sewer Department
OCT 3 0 200, ` CITY OF HENDERSONVILLE =
l'JAiEI� ppL C )'
IISHEVIL%LF(�E 117 $L 01pCE -
cc•'Project f le
• 318 Fourth Avenue East P.O.. Box 1760 - Phone: [phone]
Hendersonville; NC 28792' Hendersonvitle, NC 287913 - ' Fax: '(828)'697-1707
e-mail: [e-mail]' - wivw.cityothendersonville.org

CITY OF HENDERSONVILLE
Fred H. Niehoff, Jr.
Mayor
"The City of Four Seasons"
Mary Jo Padgett
Mayor Pro
WATER AND SEWER DEPARTMENT
Chris A. Carterer
-
City Manager
Ezra Allman, Director
Tammie K. Drake
City Clerk
LETTER OF TRANSMITTAL
Mr. Kim H. Colson, P.E., Supervisor
N. C. Department of Enviromnent & Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, N.C. 27699-1617
This project is being foiwarded to you for your review and approval.
CITY COUNCIL:
J. CRrrrENDEN HARLEY
LONDA MURRAY
MARY JO PADGM
BARBARA VOLK
October 26, 2001
Submitted By: ZL
Water. and Sewer Department
CITY OF HENDERSONVILLE
cc: Project File
318 Fourth Avenue Fast P.O. Box 1760. Phone: [phone]
Hendersonville, NC 28792 ' Hendersonville, NC 28793 Fax: [phone]
e-mail: [e-mail] vnvw.cityofhendersonville.org

PE HOLDINGS, INC.
1822 .
INVOICE NO. DESCRIPTION
INVOICEAMOUNT
DEDUCTION
BALANCE
'20/01 92001 GLA-Highland Lake sewer
400.00
.00
400.00
;KD 9/20/01
E
CHECK
NUMBER
D 1822
TOTALS D 400.00
.00
400.00
GLADE HOLDINGS, INC.
443 N. MAIN STREET, SUITE 10
HENDERSONVILLE, NC 28792
B1JlXT NORTH CAROLINA
66-112/631
• I
1822 j
.y*****************************************Four'hundred dollars and no cents
DATE
9/20/01
TOTHE NC Dept. Environ.&Natural Res.
ORDER
OF
11.00182211' i:0531011211:51945332430
CHECK NO. AMOUNT
1822 $******400.00

CITY OF HENDERSONVILLE
WATER & SEWER DEPARTMENT
HENDERSONVILLE
NORTH CAROLINA
TECHNICAL SPECIFICATIONS
FOR
HIGHLAND GOLF VILLAS
U]
SANITARY SEWER IMPROVEMENTS
Prepared by:
THE CITY OF HENDERSONVILLE
Water & Sewer Department
Engineering Division
318 Fourth Avenue East
P.O. Box 1760
Hendersonville, NC 28793
v 3 0 2001
Telephone No. [phone] FAX No. [phone]

SECTION 07110 SEWER PIPE (GRAVITY) AND APPURTENANCE MATERIAL
07110.1 SCOPE
These specifications shall
furnished and ins_alled to
installations in accordance
appurtenances shall be of the
plans and designated herein.
07110.2 GENERAL
apply to the materials to be
complete the sanitary sewer line
with the plans. All pipe and
class and type as indicated on the
All materials shall be first quality with smooth interior and
exterior surfaces, free from cracks, blisters, honeycombs and
other imperfections, and true to theoretical shapes and forms
throughout. All materials shall be subject to the inspection of
the Engineer at the plant, trench, or other point of delivery,
for the purpose of culling and rejecting materials, which does
not conform to the requirements of these specifications. Such
material shall be marked by the Engineer and the Contractor
shall remove it from the project site upon notice being received
of its rejection.
As particular specifications are cited, the designation shall be
construed to refer to the latest revision under the same
specification number, or to superseding specifications under a
new number except provisions in revised specifications which are
clearly inapplicable.
Polyvinyl Chloride Pipe
Polyvinyl Chloride (PVC) pipe shall meet the requirement of ASTM
D 3034, latest edition, and be suitable for use as a gravity
sewer conduit. The standard dimension ratio (SDR) shall be
thirty-five (35) unless otherwise specified. The pipe shall be
supplied in standard laying lengths of twenty (20) feet and
twelve and one-half (12.5) feet.
All PVC pipe joints shall be of an integral bell and spigot of
the same material as the pipe with a solid cross-section rubber
110" ring securely locked in place at the point of manufacture.
Service saddles and other fittings shall be supplied by the pipe
manufacturer and shall be of the same material and type of
construction as the pipe material.
07110-1

07110.3
Ductile Iron Pipe
Ductile Iron Pipe shall be manufactured in accordance with ANSI
Specification A 21.51. All Ductile Iron Pipe shall be Class 50
unless otherwise specified and shall be lined with cement mortar
not less than one sixteenth (1/16) inch thick conforming to ANSI
Specification A 21.4.
Slip or "push -on" joints shall be manufactured in accordance
with ANSI Specification_ A 21.11. Bells of "slip" joint pipe
shall be contoured to receive a bulbshaped, circular rubber
gasket, and plain ends shall have a slight taper to facilitate
installation. The lubricant used in making up the joints shall
be furnished by the pipe manufacturer. The jointing shall be
done by guiding the plain end into the bell until contact is
made with the gasket and by exerting a sufficient compressive
force to drive the joint home until plain end makes full contact
with the base of the bell.
Steel Casing Pipe
Steel casing shall conform to ASTM A-53, Grade B or ASTM A-139
Grade B standard specifications. Casing pipe shall have a wall
thickness as follows, unless otherwise noted in the bid
documents:
12" thru 24" casing - 0.250 inches wall
thickness
30" casing - 0.312 inches wall
thickness
36" casing - 0.375 inches wall
thickness
MANHOLES
Precast concrete manhole bases, risers and cones shall conform
to ASTM C-478, latest revision for Precast Reinforced Concrete
Manhole sections. Tapered sections and transition sections,
where required, shall be of eccentric cone design, having the
same wall thickness and reinforcement as the cylindrical ring
sections. Flat slab tops shall be required for very shallow
manholes and where shown or specified. Cast iron manhole covers
and assemblies shall be cast into slab tops for access into
manholes.
Minimum compressive strength of concrete shall be 4,000 psi
and the maximum permissible absorption shall be six and one-half
(6.5) percent. Risers shall be reinforced with a single cage of
steel placed within the center one-third (1/3) of the wall. The
tongue or the groove of the joint shall contain one (1) line of
circumferential reinforcement equal in area to that in the
barrel of the manhole riser.
07110-2

The minimum cross-secticnal area of steel per linear
foot shall be twelve one -hundredths (0.12) square
inches for larger sizes. Precast manhole sections shall
fit together readily and shall have a self-contained
"O" ring rubber gasket conforming to ASTM C-443.
The quality of materials, the process of manufacture, and the
finished manhole sections shall be subject to inspection and
approval by the Engineer and his inspector. The manhole sections
shall be perpendicular to their longitudinal axis within the
limits listed in ASTM C-478.
07110.4 MANHOLE FRAMES AND COVERS
Casting for manhole frames and covers shall be tough, even
grained, soft grey iron, free from burnt on sand and other
injurious defects and conform to the requirements of ASTM A 48,
latest revision Class 30.
07110.5 BRICK
Brick for manholes and other structures shall conform to
applicable requirements of ASTM Specification C 62, latest
revision, Grade SSA.
07110.6 CONCRETE
Concrete for sewer structures shall consist of a mix of Portland
cement, fine and coarse aggregate and water to produce concrete
with a minimum compressive strength at twenty-eight (28) days of
not less than 3,000 psi when tested according to ASTM
Designation C-39 or C-42.
Air Content (by volume) of the mix shall be between four (4) and
eight (8) percent when placed. The consistency of the concrete
shall be such as to allow it to be worked into place without
segregation or excessive laitance. Slump shall be no more than
four (4) inches.
07110.7 MORTAR
Mortar for masonry in sewer structures shall be 1:2 cement sand
mix, except that hydrated lime may be substituted for not more
than ten (10%) percent by weight, of the cement.
07110-3

07110.8 FLEXIBLE COUPLINGS
Whenever it becomes necessary to join sewer pipe lines of
dissimilar materials or pipe sizes it shall be required to use
a flexible coupling. The coupling shall be made of virgin poly
vinyl chloride (PVC) shall not harden, and shall be impervious
to all known soil conditions. The coupling shall provide a
permanent leakproof seal approved by the Southern Building Code
Congress and manufactured in accordance by Fernco Joint Sealer
Company or an approved equal.
07110-4

SECTION 07120 SANITARY SEWER (GRAVITY) PIPE INSTALLATION
07120.1 DESCRIPTION OF WORK
The work covered under this section shall consist of
furnishing all
labor, equipment and services for the installation of
gravity sanitary sewer lines as shown on the drawings
and specified herein and in agreement with the General
Conditions of these contract documents.
07120.2 HANDLING AND STORING MATERIALS
The Contractor shall unload pipe so as to avoid deformation or
other injury thereto. Pipe shall not be placed within pipe of a
larger size and shall not be rolled or dragged over gravel or
rock during handling. The Contractor shall store the pipe on
sills above storm drainage level and deliver for laying after
the trench is excavated. When any joint or section of pipe is
damaged during transporting, unloading, handling, or storing,
the undamaged portions of the joint or section may be used where
partial lengths are needed, or, if damaged sufficiently, the
Engineer will reject the joint or section as being unfit for
installation.
If any defective pipe is discovered after installation,
it shall be removed and replaced with sound pipe or
shall be repaired by the Contractor in an approved
manner and at his own expense.
07120.3 PIPE ALIGNMENT AND GRADE
The layout of gravity sanitary sewer lines and invert elevations
at governing points are as shown on the drawings.
The Contractor shall do all layout work for lines and grades
from that information shown on the drawings or as furnished by
the Engineer.
When a laser beam instrument is used to set line and grade, the
unit must be maintained in good working order, and the
calibration checked daily for both alignment and percent grade.
In the event the required accuracy of alignment and grade is not
adhered to, the Engineer will prohibit the use of laser beams.
07120.4 PREPARATION OF PIPE FOUNDATION
The pipe foundation shall be prepared to be uniformly firm and
shall be true to the lines and grades as shown_ on the plans.
The preparation of the pipe bedding shall be in accordance with
the typical trench cross sections as shown on the drawings.
07120-1

Under no circumstances shall pipe be laid in water, on
rock, or when trench conditions or weather is
unsuitable for such work.
Whenever the nature of the ground will permit, the excavations
at the bottom of the trench shall have the shape and dimensions
of the outside lower third of the circumference of the pipe,
care being taken to secure a firm bearing support uniformly
throughout the length of the pipe. A space shall be excavated
under and around each bell to sufficient depth to relieve it of
any load and to allow ample space for filling and finishing the
joint. The pipe, when thus bedded firmly, shall be on the exact
grade. In case the bed shaped in the bottom of the trench is too
low, the pipe shall be completely removed from position, and
earth of suitable quality shall be placed and thoroughly tamped
to prepare a new foundation for the pipe. In no case shall the
pipe be brought to grade by blocking up under the barrel or bell
of same, but a new and uniform support must be provided for the
full length of the pipe. Where rock or boulders are encountered
in the bottom of the trench, the same shall be removed to such
depth that no part of the pipe, when laid to grade, will be
closer to the rock or boulders than six (6) inches. A suitably
tamped and shaped foundation of approved material shall be
placed to bring the bottom of the trench to proper subgrade over
rock or boulders.
Where the foundation material is found to be of poor supporting
value, the Engineer may make minor adjustment in the location of
the pipe to provide a more suitable foundation. Where this is
not practical, the foundation shall be conditioned by removing
the existing foundation material by undercutting to the depth as
directed by the Engineer, within the limits established on the
plans, and backfilling w'_th either an approved material secured
from unclassified excavation or borrow excavation at the nearest
accessible location along .the project, or foundation
conditioning material consisting of crushed stone or gravel or
a combination of sand and crushed stone or gravel approved by
the Engineer as being suitable for the purpose intended. The
selection of the type of backfill material to be used for
foundation conditioning will be made by the Engineer.
The Contractor shall remove all water which may be encountered
or which may accumulate in the trenches by pumping or bailing
and no pipes shall be laid until the water has been removed from
the trench. Water so removed from the trench must be disposed of
in such a manner as not to cause injury to work completed or in
progress.
07120-2

07120.5 PIPE LAYING
Pipe shall be laid with bell ends facing in the direction of
pipe laying, unless directed otherwise by the Engineer. In all
cases, pipe is to be installed in strict accordance with the
manufacturer's r=_commer_dations and the contract material
specifications. The Engineer may augmer_= any manufacturer's
installation recommendations if, in his opinion, it will best
serve the interest of the Owner.
Proper tools, implements, and facilities satisfactory to the
Engineer shall be provided and used for the safe and convenient
prosecution of pipe laying. All pipe and other materials used in
the laying of pipe will be lowered into the trench piece by
piece by means of suitable equipment in such a manner to prevent
damage to the pipe, materials, to the protective coating on the
pipe materials, and to provide a safe working condition to all
personnel in the trench. Each piece of pipe being lowered into
the trench shall be clean, sound and free from defects. It shall
be laid on the prepared foundation, as specified elsewhere to
produce a straight line on a uniform grade, each pipe being laid
so as to form a smooth and straight inside flow line. Pipe shall
be removed at any time if broken, injured or displaced in the
process of laying same, or of backfilling the trench.
When cutting short lengths of pipe, a pipe cutter as approved by
the Engineer will be used and care will be taken to make the cut
at right angles to the centerline of the pipe or on the exact
skew as shown on the plans. In the case of push -on pipe, the cut
ends shall be tapered with a portable grinder, or'coarse file to
match the manufactured taper.
During times when pipe laying is not in progress, the open ends
of pipe shall be closed and no trench water or other material
shall be permitted to enter the pipe.
Where the pipe is laid on a grade of ten (10) percent or
greater, the laying shall start at the bottom of the slope and
proceed upward with the bell end of the new pipe upgrade. All
pipe laid on a grade of ten (10) percent or greater shall
require thrust blocking and keying as shown on the drawings and
standard details.
Where pipe lines of different materials are joined together a
standard sewer repair coupling shall be used. The couplings
shall be Eastern Standard Sewer Repair Couplings (Mission Rubber
Company), the Fernco Joint Sealer Compar__: or an equal product
approved by the Engineer.
07120-3

07120.6 BACKFILLING
All backfill shall be corpacted so as not =o damage the pipe and
appurtenances and shall be compacted to ninety-five (95) percent
of the Standard Proctor Test for the various types of backfill
materials.
Methods of backfilling shall be in stric= accordance with the
pipe manufacturer's recommendations. All backfill materials
shall have been approved by the Engineer. Select backfill
material shall be used when requested by the Engineer. Select
material shall be defined as a finely graded material free from
stones over one-half (1/)2 inch in diameter, plastic clays,
organic material, frozen lumps and various debris and shall be
approved by the Engineer prior to its installation.
Care shall be taken during backfill and corroaction operations to
maintain alignment and prevent damage to the joints. The
backfill shall be kept free from stones, frozen lumps, chunks of
highly plastic clay, or other objectional material. All pipe
backfill areas shall be graded and maintained in such a
condition that erosion or saturation will not damage the pipe
bed or backfill.
Heavy equipment shall not be operated over any pipe until it has
been properly backfilled and has a minimum cover as required by
the plans. Where any part of the required cover is above the
proposed finish grade, the Contractor shall place, maintain, and
finally remove such material at no cost to the Owner. Pipe which
becomes mis-aligned, shows excessive settlement, or has been
otherwise damaged by the Contractor's operations shall be
removed and replaced by the Contractor at no cost to the Owner.
The Contractor shall maintain all pipes installed in a condition
that they will function continuously from the time the pipe is
installed until the project is accepted_
07120.7 MEASUREMENT AND PAYMENT
Quantities of pipe installed in accordance with the requirements
of this section shall be verified in the field by the Engineer.
Payment shall be made for total number of lineal feet of pipe
installed at the unit prices bid in each depth category. Price
and payment shall constitute full compensation for furnishing
all equipment, tools, labor, and materials to complete the work
as specified.
07120-4

SECTION 07290 SANITARY SEWER MANHOLE MATERIAL, INSTALLATION & TESTING
07290.1 DESCRIPTION OF WORK
The work covered under this section shall consist of furnishing
all materials, labor, equipment, and services for the complete
installation of sanitary sewer manholes.
07290.2 MANHOLE CONSTRUCTION
Sanitary sewer manholes shall be installed at each break in
line or grade in each sanitary sewer line as shown on the
contract drawings.
The manholes shall consist of precast reinforced concrete
sections including a base section and conical top section.
These precast concrete sections shall conform to ASTM C-478,
latest revision.
The minimum inside diameter of the manhole shall be five (5)
feet unless noted otherwise on the drawings. Flat slab tops may
be used in non -traffic areas, for very shallow manholes, or
where shown on the drawings or approved by the Engineer.
Maximum allowable absorption of concrete shall be eight (8) per
cent. Minimum comoressive strength of concrete for all sections
shall be 4000 psi. Each precast concrete section shall be
joined together with a "0" ring rubber gasket conforming to
ASTM C-443 or an approved sealant conforming to Federal
Specification 55500210.
Manhole inverts shall be constructed of concrete or concrete
and brick of.semicircular section conforming to the inside
diameter of the outlet sewer. Changes in size of pipe or grade
shall be made gradually and change in direction constructed by
using true curves. Each manhole shall be provided with such
channels for all connecting sewer pipes.
07290.3 MANHOLE INSTALLATION
The manhole foundation shall be prepared so as to provide a
firm, level area on which to place the precast concrete manhole
base section. When poor foundation soil is encountered or
excess groundwater exists the foundation shall be excavated
twelve (12) inches below the final subgrade elevation
backfilled with washed stone to provide a proper foundation.
07290-1

The manhole sections shall be lifted from the side of the
excavation to the bottom of the trench wi_h equipment and
support slings ca:able of safely handling the heavy concrete
pieces. The manhole shall be set plumb and adjusted to the
final finished surface grade with brick and mortar.
Pipe openings sha'_1 be exactly aligned to that of the pipe
entering and leaving the manhole. The gravity sanitary sewer
pipe lines shall be placed in the manhole openings, properly
aligned, and set to grade. Sanitary sewer shall be connected
to the manholes using lock joint flexible manhole sleeves or
equal. For large diameter pipe where a flexible rubber sleeve
is not available the pipe line shall be sealed into the manhole
using an expanding type or non -shrink type grout.
Manhole steps shall be properly spaced as shown in the standard
detail drawing, but in no case more than fifteen (15) inches on
center. The steps shall be made of heavy cast iron (10 inch
thick), reinforced plastic (ASTM 2146-Type II), or aluminum
(min. load 1000 lbs.).
07290.4 MANHOLE FRAMES AND COVERS
Frames and covers shall be cast iron of superior quality, tough
and even texture. Castings shall be gray iron conforming to
ASTM A-48, size as indicated, free from blow holes, porosity,
hard spots, shrinkage distortion, or other defects, well
cleaned and coated with asphalt paint. This paint shall result
in a smooth coating, tough and tenacious when cold, not tacky
and not brittle. The bearing surface between frame and cover
shall be machined to prevent rocking and rattling.
The standard manhole casting shall be designed for heavy duty
use with a 210 pound frame and 130 pound cover. Acceptable
products include Sumter Machinery Company (#MC-18 & ME-11),
Dewey Brothers Foundry (#MHRCR-2001) or an approved equal.
Special waterproof manhole frame and covers shall be installed
only at those locations indicated on the contract drawings.
Acceptable products include Neenah Foundry, Sumter Machinery
Co., Dewey Brothers Foundry, or an approved equal.
The frame and cover shall be properly set in a bed of mortar
and aligned to fit the top section of the manhole. Concrete
brick, set in mortar, shall be used to adjust the top of the
frame and cover to finished grade; however, no more than four
(4) courses of brick will be used for adjustment.
07290-2

7290.5 MANHOLE INVERTS
Manhole inverts and benches shall be cons=ructed in accordance
with the standard details shown on the drawings. Invert shall
be a U-shaped channel with a height of eight -tenths (0.8) of
the diameter and be a smooth continuation_ of the pipe. The
benches shall be constructed with a slope of one (1) inch per
foot to the channel. The channel and invert shall be
constructed with a minimum of 2000 psi concrete or brick fill
with concrete finish minimum one (1) inch thick. Where sewer
changes directions at the manhole, channel shall be constructed
with a smooth curve with as large a radius as the diameter of
the manhole will allow.
07290.6 MANHOLE DROPS
Standard drop manholes will be constructed only at those
locations shown on the drawings or as approved by the engineer.
The design of the drop connection shall be in accordance with
the standard detail drawing.
The cost of the extra pipe, labor, etc. required to construct a
drop manhole will be included in the unit price for the drop
manhole at the depths listed.
07290.7 INSPECTION AND ACCEPTANCE
Manholes shall be constructed to provide a true circular inside
diameter with properly corbeled tops, satisfactory inverts and
properly placed steps and castings. Any visible leaks in the
manholes shall be completely stopped to the satisfaction of the
Engineer.
07290.8 MANHOLE VENTS
Where designated on the contract drawings, a four (4) inch
diameter vent pipe shall be installed as an integral part of
the manhole. The vent pipe is to be tapped in to the upper most
section of the manhole, anchored in concrete and extended
vertically to the elevation shown on the drawings. The pipe.
shall have a reverse bend and screen to prohibit rain and
foreign materials from entering pipe.
The pipe material shall be Schedule 40 Galvanized Steel with
two coats of epoxy paint approved by the Engineer.
07290-3

07290.9 MEASUREMENT AND PAYbIENT
Quantities of manholes installed in accordance with the
requirements of this section shall be verified in the field by
the Engineer. Payment shall be made for Standard Manholes or
Standard Drop Manholes at the prescribed depth measured from
the top of the frame to the low pipe invert at the respective
unit price bid.
Payments for watertight manhole frame and covers and manhole
vents will be considered to be included in the unit price bids
for the respective manholes.
Payment shall constitute full compensation for furnishing all
equipment, tools, labor and incidentals and performance of all
work necessary to install the manholes as specified.
07290-4

SECTION 07295 SANITARY SEWER SERVICE CONNECTIONS
07295.1 DESCRIPTION OF WORK
The work covered under this section shall consist of furnishing
all materials, labor, equipment, and services for the complete
installation of a sanitary sewer service connection from the
sanitary sewer (gravity) main line to the edge of the property
to be served as shown on the project drawings.
07295.2 CONNECTION TO MAIN
The standard sewer service connection shall be four (4) inches
in diameter unless shown otherwise on the drawings, and shall
connect to the main at a "wye" branch connection installed with
the pipe line as it is being laid. The "wye" branch shall be of
the same material as the main pipe line. Direct taps into the
sewer main will not be acceptable unless approved by the
Engineer prior to the laying of the main line.
07295.3 CONNECTION TO MANHOLE
When shown on the drawings or directed by the Engineer, a sewer
service connection shall be made into a manhole. The connection
shall be made at the manhole invert. The invert shall be rebuilt
so as to provide a smooth transition from service connection to
main line. Inverts and benches shall be constructed in such a
way as to prevent the deposition of solids in the manhole.
07295.4 SERVICE LINE
The service line shall be installed from the "wye" branch
connection to the edge of the public or utility right-of-way as
shown on the plans.
The sewer service line will be constructed of either PVC pipe
(PVC schedule 40) pipe, or Ductile Iron (CL 350) as shown on the
plans. When the service line pipe material is different from
that of the main line a flexible, water tight, rubber transition
coupling shall be used to join the service line to the "wye"
connection. The service line shall be laid at a minimum grade of
one (1.0) percent with a minimum cover of three (3.0) feet. Less
than three (3) feet of cover will require the use of ductile
iron pipe.
07295-1

07295.5 CLEANOUT AND PLUG
At the edge of the public or utility righ:-of-way a "cleanout"
shall be installed. The cleanout shall consist of a "wye" branch
connection, forty-five (45) degree bend, riser pipe, and
threaded plug installed flush with finished ground elevation.
The end of the utility owner's sewer service connection shall
terminate at the end of the pipe which will normally extend five
(5) feet beyond the "wye" branch for the cleanout. A watertight
plug shall be installed at the end of this line until such time
as the property owner directs the utility owner to connect his
facilities to the sewer system.
07295.6 MEASUREMENT AND PAYMENT
Payment for the furnishing and installation of all service
connections ("wye" branches, service line, clean outs, plugs,
couplings, etc.) as described in this section and as shown on
the plans, shall be covered under the contract unit price bid
for each Sewer Service Connection.
07295-2

ate Of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
April 12, 2001
CITY OF HENDERSONVILLE
EZRA ALLMAN
P O BOX 1760
HENDERSONVILLE NC 28793
Subject:
Dear Mr. Allmah:
ern
NCDENR
'NORTH CAROUNA
0
PPR 1 1 2001
Permit No. WQ0017801
Carolina
Sewer -Public
Henderson 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
William G Lapsley & 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

. omit No. WQ0017801
February 8,2000
ENGINEER'S CERTIFICATION -
Partial v/ 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,
CA-IULI- A of HEN4E+1sortytuE_r H9"bEXUaN co.
Project Name Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within. substantial compliance and intent of
this permit, the approved plans and specifications, and other supporting materials.
Signature — -b- -- Registration No. Z 30 q 1
Date
8/Ze /ao
.�` H CAP
•Q 9li =
SEAL
023091
T•FNGINEr;��g
s
The Division of Water Quality hereby
acknowledges receipt and acceptance of this Etbiueo s
Certification
r

otate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CITY OF HENDERSONVILLE
EZRA ALLMAN
P O BOX 1760
HENDERSONVILLE NC 28793
Dear Mr. Allmah:
1�
k
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES.
April 12, 2001
\1an�\ ppR
wajta ourEc
n NEV1L�—
Subject: Permit Nor— 0017801
Carolina
Sewer -Public
Henderson County
1)
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].
cc:
Sincerely,
GUL
Thelma Williams
Asheville Regional Office, Water Quality Section
Central Files
William G Lapsley & 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

ermit No. WQ0017801
February 8,2000
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,
CA-94UWA PAP-K cmC Op- KEntpFftiontylU.E_, N9wbSxt'.SaN co.
Project Name Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the constriction 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 /J• �� Registration No. Z 30 9 1
Date
6/y8 /oo
``1�tiu un ngttr�
�p•�Oc�(N C..P, play'%
SEAL
023091
c
.FyG1NEr:Q;r
yOkAS Ja�o
The Division of Water Qttality hereby
acknowledges receipt and acceptance of this EVneffs
Certificallon
4n
r

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CITY OF HENDERSONVILLE
EZRA ALLMAN
P O BOX 1760
HENDERSONVILLE NC 28793
Dear Mr. Allman:
NCDENR
NORTH CAROL
ENVIRONMENT AN
April 12, 2001
Subject:
Permit No. WQ0017838
Creeksice 1
Sewer -Public
Henderson 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
Patterson & Patterson
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/10 % post -consumer paper

FINAL COMPLETION CERTIFICATION
I, ROBERT PAUL PATTERSON, 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, CreekSide Phase 1, 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. „i11111811111'
Ss % ':
.y
Seal = i SEAL
023131 '2=
•: 6 rO
IN
L
Signature: bKo� GEC i ate: �/� �
Robert Paul Patterson, P.E.
N.C. P.E.#023131
NCDENR Permit No.: WQ0017838
P&P Project Name: CreekSide
P&P Project No.: 99-06-21-ENG
The Division of Water Quality hereby
acknowledges receipt and acceptance of this Engineers
Certification
ic
� Or l � 4A, n/J
JUL 2 5 2000
EK I,IUHLI I Y OrU
Norr, -Discharge Permit!in j
- SURVEYING - PLANNING

PATTERSON & PATTERSON
PAUL PATTERSON WILLIAM PATI'ERSON
PROFESSIONAL ENGINEER PROFESSIONAL LAND SURVEYOR
P.O. BOX 1189
HENDERSONVILLE, NC28793-1189
1-V"92-6629 (ML. & FAX)
MEMORANDUM
July 19, 2000
North Carolina Division of Water Quality
Water Quality Section
Permits and Engineering Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Project: FINAL COMPLETION CERTIFICATION
City of Hendersonville
CreekSide Phase 1
Wastewater Collection System
Henderson County
P&P Job No.: 99-06-21-ENG
NCDENRPermitNo. WQ0017838
Dated - March 27, 2000
Dear Sir/Madam:
RECEIVED
JUL 2 5 Z*
N
Won- oPelmil6nO
Non-Discharg
Please find attached herewith, a Completion Certification for the Wastewater Collection
System to provide sewer service to CreekSide Subdivision - Phase 1 located on the south side of
Haywood Road between Long John Mountain Estates and Carriage Park, Henderson County, North
Carolina, with the installation of approximately 4433 linear feet (total) of eight (8) inch diameter
PVC and/or Ductile Iron sewer line to serve forty-eight (48) lots. (As -built drawings will be
mailed within a week.)
I am hereby requesting final approval of this project from your office as well as the City of
Hendersonville Water and Sewer Department. Should you have any questions or comments,
please feel free to call. Thanks in advance for your cooperation in this matter.
Sincerely,
pe
Paul Patterson, P.E.
RECEIVED
cc: File: 99-06-21-Eng JUL 2 S 2000
Ezra Allman, Director @ City of Hendersonville Water & Sewer 0,,$pg"ant i r J
Non-Dischar n cul1ON
c:Uotus\work\wordpro\wsspecs\certs\crk-slt.lwp gy Permllflng
- SURVEYING - PLANNING

ate of North Carolina
Department of Environment
and Natural Resources r•
Division of Water Quality
L
Michael F.G.
Easley, Governor NCDENR
William G. Ross Jr., Secretary
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
CITY OF HENDERSONVILLE
EZRA ALLMAN
P O BOX 1760
HENDERSON NC 28793
Dear Mr. Allman:
April 12, 2001
APR 1 7 2001
Subject: Permit No. WQ001
Ken Ken 1
Sewer -Public .
Henderson 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 of the Asheville Regional Office at [phone].
Sincerely,
Thelma Williams
cc: Asheville Regional Office, Water Quality Section
Central Files
William G Lapsley & 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

rt
PpPrmhNo. WQ0017207
December 29, 1999
ENGINEER'S CERTIFICATION
Partial X Final
I, registered Professional Engineer in the State of
North Carolina, having been authorized to obseryperiodical weekly, full time) the construction of the project,
Project Nmne Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the' construction was observed to be built within substantial compliance and intent of
this permit, thVap rov laps and speci ations, and other supporting materials.
Signature L/ Registration No. zz%8q
Date 7 '
H CARPI,ti
°•FESSIO°.
qq� °.
SEAL
_ (22989
u..
WATERUACIiY8R,UnDIV
OR 2 4 P0`o
1Vor?-pischarge pemtim�9
4

l
William. G.. Lapsley &. Associates,' P.A.
Consulting Engineers' and' Land 'Planners
1635 Asheville Highway
Post Office Box 546
'- .Hendersonville, North :Carolina'28793 .. '.
828-697-7334 FAX.[phone]
' - • William G. Lapsley,'P.E. -
' _ William R..Buie, P.E.
G.-Thomas Jones III, P.E.
April 17, 2000 .
Mr. Kerr T. `Stevens, P.E.; Director -
N.C. Division of Water Quality
-1671 Mail Service Center
..Raleigh, NC 27699
RE: Project Certification
Permit No. WQ0017207
Ken -Ken Development '
WGLA# 98181 "
" Dear Mr.'Stevens: ,
Please find enclosed the certification for the above, referenced project. If you have any,
questions or concerns, do not hesitate to contact our office.
' Sincerely, '
WILLIAM G. LAPSLEY & ASSOCIATES, P.A. F PJ
APR 2 4 2000 "
DIV. OF'WATER`QUALITY '
DIRECTOR'S OFFICE
' William R, Buie, P.E.
v•
CC; Mr. Ezra Allman, City'ofHendersonville
RECEIVED
1NATERQUAL YSECIION ,'
2 4.2000 -
tting
• - - + `,ya Printed on Recycicd Pape,

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
April 12, 2001
CITY OF HENDERSONVILLE
EZRA ALLMAN
P I BOX 1760
HENDERSONVILLE NC 28793
1�r
tip • 1
NCDENR
NORTH CAROLINA DEPARTMENT_OFy
Subject: Permit No. WQ0018746
Gann Village
Sewer -Public
Henderson County
Dear Mr. Allman:
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
Laughter, Austin & 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

Jon H. Laughter
Donald J. Austin
Thomas P. Welbourn
James D. Chambless, Sr.
Laughter, Austin and Associates, P.A.
Engineering • Planning • Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792
COMPLETION CERTIFICATION
Kerr T. Stevens, P.E., Director
North Carolina Division of Water Quality
Water Quality Section
[phone]
Fax [phone]
WATS 1-800-858-LAND
Non Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617tl`f
Project: FINAL COMPLETION
City Of Hendersonville
GANN VILLAGE, Phases 2 and 3 `
Wastewater Collection System Extension
Henderson County 126 At
LAA Job No. 00-333 (aka 00--M&)
NCDENR-DWQ Permit No. W00018746
dated: August IS, 2000
Dear Mr. Stevens:
Below, please find a COMPLETION CERTIFICATION for installation of the
City Of Hendersonville's Wastewater Collection System Extension serving Gann Village
consisting of 545 feet of 8-inch PVC gravity sewer main, four (4) precast manholes,
cleanouts and all related appurtenances. The permitted discharge of 4,320 GPD will be
tributary to existing wastewater collection system with Ieatment at the City of
Hendersonville 's Balfour WWTP; NC0025534.
I, JON H. LAUGHTER, as a duly Registered Professional Engineer in the State
of North Carolina, having been authorized to observe periodically the above installation,
hereby certify that construction of the above referenced "permitted" project has been
completed in substantial cori}Rlj,�nce with the intent of the approved DWQ Permit and in
�rrr
compliance with the DivS*r r&y Sewer Minimum Design Criteria (Fast -Track
Permitting). Ess o>�9I9orth Carolina Registration Number 4066
Seal _ gEAL = =
_ NO. 4066
The Dirision o,' Wate- Qca?4Y hereby
:
Date SIE-1? i Zs Zoe
MCwesp\Gann Village\s,=00333

Laughter,' Austin and Associates, P.A.
Engineering • Planning • Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792
Jon H. Laughter
Donald J. Austin
Thomas P. Welbourn
James D. Chambless, Sr.
[phone]
Fax [phone]
WATS 1-800-858-LAND
LETTER OF TRANSMITTAL
September 26, 2000
Kerr T. Stevens, P.E., Director
Non -Discharge Permitting Unit
NCDENR-Division Of Water Quality
1617 Mail Service Center SEP R onno
Raleigh, NC 27699-1617 DIV. OF WATER QUALITY
DIRECTOR'S OFFICE
Project: City of Hendersonville
Gann Village
Wastewater Collection System Extension
Henderson County
LAA Job No. 00-333 (aka 00-126)
Application For Plan Review Preliminary New Submital [ ] Revision
Final Submittal information You Requested Additional Info. Requested
For Approval �� As -Built Submittal �� Completion Certification
Request To Start Construction For Your Files ] other
NCDENR-DW Q Permit No. W 00018746
Dear Mr. Stevens,
Please find the following items attached as required under the Division's permitting
process and guidelines for the aforementioned project:
RECEIVED
♦ Final Completion Certification of the completed project.
OCT 3 2000
♦ One (1) copy of"Construction Record Drawings" (As -Built).
1VATER QUALITY SECTION
Non -Discharge Permitting
t 1 t

Kerr T. Stevens, P.E., Director
Non -Discharge Permitting Unit
NCDENR-Division Of Water Quality
Page 2; September 26, 2000
Wastewater Collection System Extension
City of Hendersonville
Gann Village
LAA00-333 (aka 00-126)
If additional information is required or should you have any questions, please phone me at
[phone] or (800) 858-LAND. Facsimile [phone].
Respectfully submitted,
LAUGHTER, AUSTIN AND ASSOCIATES, P.A.
4V/KS_
fighter, P.E.
/jdc
Enclosures: YES
Proj. status: ASB/Cert.
Action:
cc: Project file
M\CORRESMANN VILL 00126\LTR00333

mi
dip
\ \\1
\ \ xa \\ rs 90 967. we
g.
Aa Pg..
f51
O � `
N 0 T 8 \ \ \
AS-HUB,T DRAWING SHOWS INSTALLm UTRATTES AND APPURTENANCES AT APPROIOMATE LOCATION ONLY
EZACT HORIZONTAL AND VERTICAL POSITIONS MUST BE VERIFIED IN THE FIELD. \
THIS DRAWING IS PROVIDED TO THE CITY OF HMERSONVR.I.E FOR RECORD PURPOSES ONLY.
vn�
I
I
II
I
I
I
I
I
l9C/N/TY MAP
As. 674 Fes. in Environmental Management Commission
NCDENR
Division of Water Quality
AP Permit
Permit No. W00018746 RECE
Dated: 8-18-2000
OCT 3 2000
01ATER QUALITY SLe
Ncn-Di charge permitt
I CITY OF HENDERSONVILLE
457 WATER & SEWER DEPARTMENT
A.d 9((, PG (67
PO Box 1780
HENDERSONVM, NORTH CAROUNA 28792
The Division of Water Quality hereby 828-697-3063
acknowledges receipt and acceptance of this Engineers -
Certification
AS BUILT
To Serve
GANN VILLAGE
TOWNHOU595
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131 FOURTH AVENUE EAST
.406G HENDER5OAWLLE, NORTH CAROLINA 28792
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EWER MAIN EXTENSION
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TOM AND SUSAN CANN
P.O. Box 2826
HENDERSONl4LLE, N. C. 28793
704 693-1231 70¢ 693—I428
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AOAD "IE` J08 NO. 00-999
DISC. N0.

ate of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe; Ph.D., Acting Director
Division of Water Quality
Mr. Ezra Allman, Director
Hendersonville Water and
City of Hendersonville
WATER QUALITY SECTION
August 16, 2001
Sewer Department
Post Office Box 1760
Hendersonville, North Carolina 28793-1760
'Dear Mr. Allman:
NCDENR
NORTH CAROLINA DEPARTMENT OF
,ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Permit No. WQ0020305
City of Hendersonville
Creek Side -Phase II
Wastewater Collection System Extension
Henderson County
In accordance with your application received August 13, 2001, please find attached Permit
No.WQ0020305 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
Permiee.
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

Ezra Allman
August 16, 2001
Page Two
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.
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 3,020
linear feet of eight (8) inch gravity sewer to serve Phase II as part of the Creek Side project and the
discharge of 8,640 gallons per day of collected domestic wastewater into the City of
Hendersonville's existing sewerage system, pursuant to the application received August 13, 2001
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 City of
Hendersonville's Wastewater Treatment facility (NPDES Permit No. NC0025534) 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. Roy Davis at
828/251-6208.
Sincerely,
Gregory J. Thorpe, Ph.D.
Enclosure
xc: Henderson County Health Department
Non -Discharge Permitting Unit
Paul Patterson
Roy Davis

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:
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 2B .0200.
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.
Pump stations that are not connected to a telemetry system shall be inspected daily,
as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump
stations shall be inspected every day. 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.
A general observation of the entire sewer system shall be conducted at least once
per year.

-qqqqq
g. Inspection and maintenance records shall be maintained for a period of at least thre
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.
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 letter 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.
Permit issued this the 16th day of August, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
,, 4'Gregory J. Thorpe Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0020305

Permit No. WQ0020305
August 16, 2001
ENGINEERS 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, Creek Side -Phase II Hendersonville, N.C. Henderson 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 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

State of North Carolina
Department of Environment and Natural
Division of Water Quality
NON -DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS
(Pump stations, force mains and pressure sewers are not to be included as part of this
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
ws 1 v1111
package.)
INSTRUCTIONS: Please indicate that you have included the following list of application requirements by signing your initials in the
space provided next to each item.
X A. Application Form - Submit one original and one copy of the completed and appropriately executed application form. Any
changes to the content of 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. Failure to submit all
required items will lead to additional processing and review time for the permit application.
X B. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment and
Natural Resources (NCDENR).
C. Flow Acceptance Letters — If the owner of the W WTF is different from the applicant, submit two copies of a flow acceptance
letter from the owner of the W WTF. 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/W WTF. 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.
_ 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 Ceriificate of Public'Comenience grid 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 (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 theapplicant
is a developer, use Form DEV 10/99.
L GENERAL INFORMATION: Application Number:. (tobecompletedbyDWQ)
1. Applicant's name (name of the municipality, corporation, individual, etc.): City of Hendersonville
2. Owner's or signing official's name and title (15A NCAC 2H .0206(b)): Ezra Allman, Director.
3. Name and complete address of applicant: City of Hendersonville
City: Hendersonville State: NC Zip: 28793-1760
Telephone number: (828 ) 697-3063 • • Facsimile number: ( 828'' ) 697-1707
4. Project name (name of the subdivision, facility or establishment, etc.): 1HreekS9' ad PBas eWLT E if ne sionm
FORM: GSPA 02/00 Page 1 of 4. .

5. County where project is located:
6'.
Nameland complete address of e
P.O. Box 1189
City: Hendersonville State:
Zip: 28793-1189
Telephone number: ( 828 ) 692-6629' Facsimile number: ( 828 ) 692-6629
7. Name and affiliation of contact person who can answer questions about application: Paul Patterson, P.E. or
Sam Fore (a, City of Hendersonville
II. PERMIT INFORMATION:
1. Project is: X new; modification
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
3. Applicant is: X public private.
and the issuance date
If private, units (lots, townhomes, etc.) are: leased (Skip to Section III.) sold
If sold, facilities owned by a: public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
III. 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, condomintums,;etc.):. Aesideuiial/Subdivision
2. Volume of wastewater generated by this project: - 1=10UP07 gallons.per day .
3. Explanation of how wastewater flow was determined (15A NCAC 2H .0219(1)): ' 24 homes w/3 bedrooms x 360 sad =
x Rnn fl„a .. .. „
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'ehsure protection of the receiving collection system and wastewater
treatment facility: ' N/A
b. If 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: Gravity sewer extension to serve Phase 2 and tie adjacent subdivision & remove lift station.
Additionally, provide a fututre gravity line for adjacent subdivision. '
2. Owner and name of wastewater treatment facility (W WTF) receiving wastewater (See Instruction C.):
Citv of Hendersonville W WTF
3. WWTF permit number (NC00***** or W000*****): NCiftT235
FORM: GSPA 02/00 Page 2 of 4

.mmmary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
8'•' Ductile Iron CL350
1,593 .
8" SDR35 PVC
1,427
5. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria and 15A
NCAC 2H .0200? X. Yes: No. If no, please identify criteria and explain:
IMPORTANT:
If you responded No to question IV:5 above, the completed application package, including two (2) conies of
plans specifications supporting information and any other materials, should be submitted for an individual
permit.
The completed application package, including all supporting information and materials should be sent to the
following address:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESO
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27690-1617
512 NORTH SALISBURY STREET,
RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
FORM: GSPA 02/00 Page 3. of 4.

V. CERTIFICATIONS:
Professional Engineer's Certification:
I, Robert Paul Patterson. P.E. attest that this application for CreekSide - Phase 2, Sewer Extension
has been reviewed by me and is accurate,
complete and consistent with information supplied 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 and Gravity Sewer Minimum Design Criteria for Gravity
Sewers adopted February 12, 1996. 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:
�.�`OtIIIIIIIIIII ��N CAR �I'�.
`�� Q m mmummm ���
�L
023131 sz
;F�pTti GIN �`;:mm�r'
UL�PP��.
"„nmM�A
Applicant's Certification:
I, Ezra Allman. Director attest that this application for CreekSide - Phase 2, 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. 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.
Signature: Date: 5 L — d
FORM: GSPA 02/00 Page 4 of 4

tk) CO © O aC) 3C��
Mountain Building &Development, Inc. Mountain6ank 415 7 .Hendersonville, NC 28792
32 Mistletoe Trail
Hendersonville, NC 28791 � 828-693-1112 66-1210/531 Az qzoo/ �
TO THE
1lldgl T ^ �
ORDER A //� 2) E. JV. R. �JOO, 00
ORDER OF /V 1,
e
—� A IZED SIGNATURE M'
MEMO

CITY OF HENDERSONVILLE CITY COUNCIL:
Pred H. Niehotf, Jr.
J. CRITENDEN HARIEY
"The City. of Four Seasons"
Mayor
MaryJo Padgett
LONDA MURRAY
Mayor Pro -Tern
WATER AND SEWER DEPARTMENT
Chris A. Caner
MARY JO PADGETT
City Manager
Ezra Allman, Director '
Tammie K. Drake
BARBARA VOu2
City Clerk
'
LETTER OF TRANSMITTAL
Mr. Kim H. Colson, P.E., Supervisor August 9, 2001
N. C. Department of Environment & Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, N.C. 27699-1617
This project is being forwarded to you for your review and approval.
Submitted By: t
�-
'Water and Sewer Department
CITY -OF HENDERSONVILLE
cc: Project File �nj i tea"
�JIJ 6U67001
318 Fourth Avenue East P.O. Box 1760- _ Phone: (828). 697-3063
Hendersonville, NC 28792 Heridersoriville, NC 28793 - Fax: [phone]
e-mail: [e-mail] wvnv.cityofhendersonville.org

C�Cp ��3c�s
CITY OF HENDERSONVILLE
CITY COUNCIL:
rred H. Niehoff, Jr.
-
"The City of Four Seasons"
J. CRr TENDEN HARLEY
Mayor
-
Mary Jo Padgett
LONDA MURRAY
Mayor Pro -Tern
WATER AND SEWER DEPARTMENT
Chris A. Carter
City Manager
Ezra Allman, Director.
MARY JO PADGEIT
Tammie K. Drake
BARBARA VOLK
City Clerk
August 9, 2001
Mr. Kim H. Colson, P.E., Supervisor
N. C. Department of Environment & Natural Resources
Division of Water Quality
1617 Mail Service Center .
Raleigh, N.C. 27699-1617
Re: CAPACITY ACCEPTANCE LETTER
Creekside-Phase 2, Sewer' Line Extension
Dear Mr. Colson:
This is to, advise you that have reviewed the plans and specifications prepared by Mr. Robert Paul
Patterson, P.E., of Patterson & Patterson, of Hendersonville, N.C. for a proposed gravity sewer collection
system io serve the referenced project.
It is my opini6n that the City of Hendersonville has the capacity to accept the additional wastewater flows
that will be generated by this project. I I .
This project is being submitted via Fast Track for your review and approval.
If you have any questions, call me at [phone].
Sincerely,
ra,Alhnan, Director
Water and Sewer Department
CITY OF HENDERSONVILLE
D
cc: Project file
AUG 1 3 2001
i
318 Fourth Avenue East P.O. Box 1760 Phone: [phone]
Hendersonville, INC. 28792 Hendersonville, NC 28793 Fax: [phone]
e-mail: [e-mail] - w .cityofhendersonville.org

ate!ofNorth Carolina
Depaent of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
October 4, 2001
Mr. Ezra Allman, Director
Water and Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793-1760
Dear Mr. Allman:
STURMA_01
Ad �
NCDENR
NORM CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Permit No. WQ0020526
Charleston at the Meadows, Phase I
City of Hendersonville
Wastewater Collection System Extension
V Hpndersonville County
In accordance with your application received September 28, 2001, please find attached Permit
No.W00020526 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
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.

Ezra Allman
October 4, 2001
Page Two
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 505 linear
feet of eight (8) inch gravity sewer; to serve Charleston at the Meadows, Phase I as part of the City
of Hendersonville's wastewater collection system and the discharge of approximately 9,360 gallons
per day of collected domestic wastewater into the City of Hendersonville's existing sewerage system,
pursuant to the application received September 28, 2001 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 City of
Hendersonville's Wastewater Treatment facility (NPDES Permit No. NC0025534) 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. Roy Davis at
828/251-6208.
Sincerely,
J. Thorpe, Ph.D.
Enclosure
xc: Henderson County Health Department
Non -Discharge Permitting Unit
Paul Patterson
Roy Davis

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:
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 2B .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 daily,
as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump stations
shall be inspected every day. 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.
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.
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 GeneralPermit NCG0100000, and any requirements
pertaining to wetlands under15A NCAC 26 .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 4th day of October, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
gregory J' Thorpe, .Ph.D., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00020526•

Permit No. WQ0020526
October 4, 2001
ENGINEERS 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, Charleston at the Meadows. Phase[. Hendersonville. NC _Henderson County forthe
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; 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

cae of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
October 12, 2001
CHRIS A. CARTER
CITY OF HENDERSONVILLE
P.O. Box 1670
HENDERSONVILLE, NC 28793
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Application No. WL- QCSOQ07
Additional Information Request
Hendersonville Collection System
Henderson County
Dear Mr. Carter:
The Non -Discharge Permitting Unit has completed a preliminary review of the subject application. The
following questions concern items that the Central Office was unable to obtain from the submitted application.
Please answer these questions as thoroughly as possible, so that the review process may be concluded and the
permit drafting stage initiated. Please note and/or address the attached information request by November 11,
2001. In addition, please expect a site visit from a representative of the Asheville Regional Office in the near
future. R �p
L5 0 V I�
Also enclosed with this letter are the following documents for your reference��
i Draft permit shell ,�� 16 2OOI
History of the collection system permitting process
i CIP development plan from the Rural Development Center WATER GJ"_L!:Y SEGTIOlJ
i Division record ]seeping requirements ASHEVILII I,��I:.lAL OFFICE
Please reference the subject permit application number when providing the requested information. All
information should be signed, sealed, and submitted in triplicate to my attention at the address below. The_
information requested by this letter, must be submitted on or before November 11, 2001 or the Division will
return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and your Hendersonville
collection system will be considered to be operating in non-compliance.
If you have any questions, comments or suggestions regarding this request, or the collection system
permitting process in general, please call me at [phone], extension 533.
Sincerely,
za�eo
Nathaniel Thomburg
Environmental Engineer
Non -Discharge Permitting Unit
cc:wAsheya 1EaR_eg ouallOffcel4WateaQua�p
Dennis Frady — OCR, City of Hendersonville
Permit File
1617 Mail Service Center, Raleigh NC 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Application No. WQCS00070
Hendersonville Collection System
Attachment Page 1
General
1. Has the City of Hendersonville been delegated to self permit pump stations, force mains, gravity
lines or pressure sewers? If so, please submit a completed Form DLPSSA 07/00.
2. The signing official for the submitted application was Chris Carter. Please note that per Regulation
15A NCAC 2H .0206(b), only a principal executive officer, ranking elected official or duly
authorized employee may sign. Please note that duly authorized employees must provide proof that
they have been authorized to sign this application. Please clarify if Mr. Carter is an executive
officer, elected official or authorized employee.
Division of Water Quality records indicate that the City of Hendersonville WWTP (NC0025534) is
currently under a moratorium and SOC. What is the status of Hendersonville's moratorium and
SOC?
Collection System Information:
1. What is the City of Hendersonville's daily average flow (QA.)?
2. Item 111.5 states that Hendersonville's wastewater is approximately 12% industrial. Per Instruction
F, please provide the basis and/or assumption used in developing this estimate.
3. Does the Hendersonville Collection System currently conduct a pretreatment program for industrial
wastewater? fIf not, please provide a rough time estimate as to when a pretreatment program could
be in place.
4. Per Instruction F, please provide the basis and/or assumption used in developing the total miles of
sewer estimate.
5. Are all of Hendersonville's fourteen (14) pump stations equipped with signs that indicate pump
station ID, emergency phone numbers and instructions to call in the event of an alarm or visible
problem? If not, please submit a compliance schedule as to when these signs can be posted in a
visible location at each pump station.
6. Do Hendersonville's pump stations have public restricted access? Restricted access includes, at a
minimum, fencing (preferred), locked wet wells and locked control panels. If not, please submit a
compliance schedule indicating when all pump stations will have restricted access.
7. Does any overflow piping exist in the Hendersonville Collection System? Overflow piping is
defined as exits from manholes and pump stations to surface waters. If overflow piping does exist,
the pipes must be capped on both ends or removed.
8. Please clarify whether or not there are any locations of known, chronic discharge, overflow, bypass,
etc. that are planned for correction. If so, please provide their locations and a schedule for correcting
them.

ication No. WQCS00070
Hendersonville Collection System
Attachment Page 2
9. The application states that Hendersonville has twenty five (25) high priority lines. Please verify this
list of sewer lines because it will be added to your permit as Attachment A for Condition VA. Please
note that high priority lines are defined as "any aerial line, sub -waterway crossing, line contacting
surface waters, siphon, line positioned parallel to streambanks that are subject to eroding in such a
manner that may threaten the sewer line, or line designated as high priority in a permit." [15A
NCAC 2H .0227 (b) (2)]
Administration of the Collection Svstem:
1. Please provide a detailed description of your Capital Improvement Plan (CIP). The plan should
cover a minimum of three years, should be only for the collection system and shall not be dependent
upon grants and loans for an extended period of time.
2. Is the Hendersonville's collection system O&M budget only for collection systems, or is it shared
with the water and/or wastewater treatment plant(s)?
3. Item IV.5 states that Hendersonville does have a grease ordinance. However, it is unclear whether or
not this ordinance provides authority to enforce against both residential and commercial users, and if
it requires grease traps for all new establishments. If these provisions are not in the existing
ordinance, please submit a compliance schedule that indicates when the ordinance will be modified
and enacted.
4. The application indicates that Hendersonville has an inspection program, however, how are repeat
violators enforced against? Please clarify whether or not Hendersonville's grease inspection
program includes enforcement. If not, please submit a compliance schedule as to when the program
will be modified to include grease enforcement.
5. Does the City of Hendersonville have a grease education program for both commercial and
residential users? The program is intended to educate the public about the "do's and don'ts" of
grease disposal, and to reduce the occurrence of Sanitary Sewer Overflows (SSOs) due to grease
blockages. Acceptable forms of education include door hangers, flyers, newspaper ads, utility bill
stuffers, etc. If you would like examples of grease education materials, please contact me at
[e-mail] or at [phone] x 533.
Operation and Maintenance of the Collection Svstem:
1. Are all pump stations equipped with visual and audio alarms? Is telemetry installed at any of the
pump stations? If the pump stations are not equipped with alarms and do not have advanced
telemetry (i.e. SCADA), then please submit a compliance schedule indicated when audio and visual
alarms would be installed.

Application No. WQCS00070
Hendersonville Collection System
Attachment Page 3
Operation and Maintenance of the Collection Svstem (continued):
2. The following parameters were not found on your comprehensive map: approximate age of pipe,
approximate number of active service taps, pump station location, pump station identification, pump
type, pump capacity and location of all tributary collection system extensions. Note the permittee
has 10 years to complete the comprehensive map at a minimum of 10% per year.
3. Please note that as -built plans must be maintained for the life of the project.
4. Please clarify how long it takes for information concerning new wastewater collection system
extensions to be added into the Hendersonville mapping system.
5. For your reference, Hendersonville's SSO Evaluation / Record Log should contain at a minimum:
➢ Date and time of evaluation
➢ Date and estimated time of spill
➢ Volume discharged and nature of complaint
➢ Location and duration of discharge
➢ Division contact
➢ Final destination of spill
➢ Corrective actions taken
➢ Environmental/human impacts
➢ How the spill was discovered
6. Please clarify whether or not the Hendersonville wastewater collection system has a written pump
station failure contingency plan that outlines procedures to follow for pump or power failure at pump
stations. Note that the contingency plan should be available at each pump station and all other
pertinent locations.
7. How often are alarms, telemetry and auxiliary equipment tested? Are generators tested under load?
Are permanent pumps set to alternate to allow varied operation?
8. Does a plan exist to do routine pump station inspection and maintenance? The plan should include
inspecting, cleaning and removing debris from the pump station structure, outside perimeter and wet
well. All valves should be exercised and the pumps maintained based on manufacturer
recommendation. Please note that documentation shall be kept of all pump station inspection and
maintenance.
9. Please note that pump stations must be inspected daily (including weekends and holidays), or at least
once per week if telemetry is installed.
10. Item V.7 states that maintenance logs are reviewed annually. Although no permit condition requires
frequent log review, the Division recommends that the logs be reviewed more often to help identify
problem areas, and increase preventative maintenance of the system.
11. Item V.8 states that the entire collection system is inspected every two years. Please note that the
permit shall require that the entire collection system be inspected at least once per year and
documentation of inspection kept.

..:.cation No. WQCS00070
Hendersonville Collection System
Attachment Page 4
General Information:
1. The latest permit shell is attached for your review. After reading the permit shell, identify any
additional conditions not discussed above that may not be met the day of permit issuance and
provide compliance dates for meeting these specific conditions.
2. Once compliance dates are submitted, the Division will review them for approval. A draft permit
will be reviewed by the Non Discharge Permitting Unit, the Asheville Regional Office and
Hendersonville for final concurrence. The final permit will then be issued and renewed by the City
every five -years.
3. Based on your current permitted flow (multiple treatment facilities are combined), an annual fee of
$1090 will be charged.
4. Please note that all records and logs shall be kept on site for a minimum of three (3) years, and shall
be made available to DWQ inspectors upon request.

Pe of North Carolina
epartment of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Secretary
Kerr T. Stevens, Director
Division of Water Quality
WATER QUALITY SECTION
January 17, 2001
Mr. Ezra W. Allman
Director of Water and Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793
Dear Mr. Allman:
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Permit No. WQ0019424
City of Hendersonville
Hamilton's Landing
Wastewater Collection System Extension
pnderson County
In accordance with your application received December 12, 2000, please find attached
Permit No. WQ0019424 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 1
5A 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 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.

Ezra W. Allman
Page Two
January 17, 2001
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 559
linear feet of eight inch gravity sewer to serve fifteen (15) homes as part of the Hamilton's
Landing sewage collection system, and the discharge of approximately 5,4000 gallons per day
of collected domestic wastewater into the City of Hendersonville's existing sewerage system,
pursuant to the application received December 12, 2000, 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 City of
Hendersonville's Wastewater Treatment facility (NPDES Permit No. NC0025534) 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 and 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.
If you need additional information concerning this matter, please contact Mr. Roy Davis at
828/251-6208.
Sincerely,
Kerr T. Stevens
xc: Henderson County Health Department
Sam Laughter
John Jeter
Roy M. Davis

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 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 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
daily, as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter,
pump stations shall be inspected every day. 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
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 143-215.1C.
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.
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

I
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 letter
form within five days following first knowledge of the occurrence. This report must outline
the actions taken or proposed to betaken to ensure that the problem does not recur.
Permit issued this the 17th day of January, 2001
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
ssion
Permit Number WQ0019424

Permit No. WQ0019424
January 17, 2001
ENGINEERS 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 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

ppppp�
P
e of North Carolina
PDe of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
December 3, 2001
MEMORANDUM
&�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NArURAL RESOURCES
TO: Nathaniel Th
ornburg
FROM:Roy Davis '
SUBJECT: Collection System Permit Application
City of Hendersonville
Application Number WQC00070
Henderson County
I have before me my copy of the documents received from the City of
Hendersonville in response to your request for additional information. I
completed my review with the information at hand. The City of
Hendersonville does an excellent job of maintaining and operating its
sewer system. It is my recommendation that the City of Hendersonville be
issued a permit for its wastewater collection system.. If you need to
discuss this project, please do not hesitate to call me..
0007000L.01
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

e of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CITY OF HENDERSONVILLE
EZRA ALLMAN
P O BOX 1760
HENDERSONVILLE NC 28793
Dear Mr. Allman:
AM��
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
April 27, 2001
Subject: Permit No. WQ0017640
Short Street
Sewer -Public
Henderson 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].
i7APR
Sincerely, 0 20 11, Thelma Williams
cc: Asheville Regional Office, Water Quality Section
Central Files
Laughter, Austin & 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

Jon H. Laughter
Donald J. Austin
Thomas P. Welboum
James D. Chambless, Sr.
Laughter, Austin and Associates, P.A.
Engineering • Planning • Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792
COMPLETION CERTIFICATION
[phone]
Fax [phone]
WATS 1-800-858-LAND
Kerr T. Stevens, P.E., Director
North Carolina Division of Water Quality
Water Quality Section
Non Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
2
Project: FINAL COMPLETION j T
City Of Hendersonville
Short Street Extension
Wastewater Collection System Extension
Henderson County
LAA Job No. 99-321
NCDENR-DWQ Permit No. W00017640
dated: November 17, 1999
Dear Mr. Stevens:
Below, please find a COMPLETION CERTIFICATION for installation of the
City Of Hendersonville's Wastewater Collection System Extension serving Short Street
Extension consisting of approximately 538 feet of 8-inch PVC gravity sewer main, three
(3) precast manholes, one cleanout, mid all related appurtenances. The permitted
discharge of 750 GPD will be tributary to existing wastewater collection system with
treatment at the City of Hendersonville's Balfour WWTP; NC0025534.
1, JON H. LAUGHTER, as a duly Registered Professional Engineer in the State
of North Carolina, having been authorized to observe periodically the above installation,
hereby certify that construction of the above referenced "permitted" project „has been
completed in substantial compliance with the intent of the approved DWQ Permit and in
compliance with the Divigiou7sQravity Sewer Minimum Design Criteria (Fast -Track
Permitting). ,�`,`Y, CA/t OZ fill,
;North Carolina Registration Number 4066
Seal �'
SEAL } =
N0.4065 ?
Signature -Date-. Date. 03/2//Z00
The Division ofV.'aterClu;i;q„^-:et;xUnydocumensleweAcec99321
acknowledges receipt and accepisnze ul'tl•ds Engineers.
CeniGcation

PNON NPDES FACILITY AND PERMIT
DATA 04/19/01 13:46:45
ON TRXID 5OU KEY WQ0017640
DATA FACILITY APPLYING
FOR PERMIT APP/PERMIT
FEE-$ 400.00 REGION
IY NAME> HENDERSON
LITVILLE,
CITY -SHORT ST1
COUNTY> HENDERSON 01
ADDRESS: MAILING (REQUIRED) ENGINEER:
LAUGHTER, AUSTIN & ASSOCI
STREET: PO BOX 1760
STREET:
131 FOURTH AVENUE EAST
CITY: HENDERSONVILLE ST NC
ZIP 28793 CITY:
HENDERSONVILLE ST NC ZIP 28731
TELEPHONE [phone]
TELEPHONE:
828 692 9089
STATE CONTACT> SERG
FACILITY
CONTACT EZRA ALLMAN
TYPE OF PROJECT> SEWERS -PUBLIC
LAT: LONG:
DATE APP RCVD 11/08/99
N=NEW,M=MODIFICATION,R=REISSUE>
N
DATE ACKNOWLEDGED 11/08/99
DATE REVIEWED
/ / RETURN DATE
REG COMM REQS 11/09/99
DATE DENIED
/ / NPDES #- NCO025534
REG COMM RCVD 11/12/99
DATE RETURNED
/ / TRIB Q .0007 MGD
ADD INFO REQS 12/29/99
OT AG COM REQS
/ / TRIB DATE- 11/17/99
ADD INFO RCVD 03/31/00
OT AG COM RCVD
END STAT APP P 06/29/00
DATE ISSUED
11/17/99 DATE EXPIRE
FEE CODE( 7)1=(>lMGD),2=(>IOKGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 02 ASN/CHG PRMT
ENG CERT DATE 04/11/01 LAST NOV DATE / / CONBILL( )
COMMENTS: 750GPD
MESSAGE: *** DATA MODIFIED SUCCESSFULLY ***

Laughter, Austin and Associates, P.A.
Engineering • Planning • Land Surveying Q
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAR OLINA 28792 DILI /RFC OF �OQ/
Jon H. Laughter % Q(/
qTE
Donald J. Austin OR'S (97-9089
Thomas P. Welbourn Fax [phone]
James D. Chambless, Sr. WATS 1-800-858-LAND
LETTER OF TRANSMITTAL
March 20, 2001
Mr. Kerr T. Stevens, P.E., Director
North Carolina Department of
Environment and Natural Resources
Divis �n ofWater Quality
,Non -Discharge Permitting Unit
11617 Mail Service Center
Raleigh; North Carolina 27699-1617
Project. Short Street Estcrsion
City of Hendersonville
Wastewater Collection System
Henderson County
LAA Job No. 99-321
Application Freliminazy 1 Nm Submittal [ ] Revision
Final Submittal Information You Requested ] Additional Info. Requested
For Approval As -Built Submittal Completion CediBeation
Request To Start Consaudion For Your Files other
• Fast Track •
Permit No. W00017640
Dear Mr. Stevens,
Please find the following items enclosed as required by Division of Water Quality
regulations for "Fast Track" projects for the aforementioned project:
1.) One (1) copy of Record Drawings .
2.) A Completion Certification.
1 o10

Kerr T. Stevens, Director
NCDENR-DWQ
Non -Discharge Permitting Unit
Page 2; March 20, 2001
Short Street Extension- Gravity Sewer Extn.
City of Hendersonville
Henderson County
LAA Job No. 99-321
If additional information is required or should you have any questions, please phone me at
[phone] or (800) 858-LAND. Facsimile [phone].
Respectfully submitted,
LAUGHTER, AUSTIN AND ASSOCIATES, P.A.
Jon H. Laughter, P.E.
!dc
Enclosures: YES
Proj. status: 1PR
Action: Review & approve
cc: Project file
Cnny docunnenWsewer\LTR99321eert

. e of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph D., Acting Director
December 14,
Hendersonville City
Ezra Allman
PO Box 1760
Hendersonville NC .28793
'4�jEWA
NCDENR
NORTH CAROLINA DEPARTMENT OF
IRCES
Subject: Permit No. WQ0019148
Hendersonville City -Kay Thom
Henderson County
Dear Mrs. Allman
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]
Sino- ely,
��, �
Jennifer Willis
cc: Asheville Regional Office, Water Quality Section
Central Files
Laughter Austin & Assoc.
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10 % post -consumer paper

Jon H.Laughter
Donald J. Austin
Thomas P. Welboum
James D. Chanrbless, Sr.
lb
J
Laughter, Austin and Associates, P.A.
Engineering • Planning • Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792
[phone]
Fax [phone]
WATS 1-800-858-LAND
COMPLETION CERTIFICATION
'lam /�
Kerr T. Stevens P.E., Director
Forth Carolina Division of Water Quality dam. NOV 1 ,� 2001 '
/Water Quality Section DIV. OF L;
Non -Discharge Permitting Unit I Wn ,Ar?,r
D1RFC 0; o OFFICE o
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 !C
Project: City of Hendersonville
-'
Kay Thomas Drive
Wastewater Collection System Extension
Henderson County
� � ct_,
`-
LAA Job No. 98498
NCDENR-DWQ Permit No. W00019148
dated: November 14, 2000
Dear Mr. Stevens:
Below, please find a Final COMPLETION CERTIFICATION for the
construction of approximately 537 linear feet of 8-inch PVC gravity sewer, four (4)
precast manholes and all related appurtenances to serve 12 three -bedroom units of the
Kay Thomas Drive project and the discharge of 4,320 GPD of collected wastewater into
the City of Hendersonville's existing sewerage system. Collected sewage and wastewater
shall be treated in the City of Hendersonville Wastewater Treatment Facility (NPDES
Permit No. NC0025534) prior to final discharge.
I, JON H. LAUGHTER, as a duly Registered Professional Engineer in the State
of North Carolina, having been authorized to observe periodically the above installation,
hereby certify that construction of the above referenced "permitted" project has been
completed in substantial compliance with the intent of the approved DWQ Permit; 15A
NCAC 2H .0200; and the Division's Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting matgieW. CAR31•,,
=North Carolina Registration Number 4066
Seal `_ of �y•,9'
SEAL ` =
NC. 4066
. ✓ yiP� .
Signature : - Date 019L' 7, tool
©N,H;3 (BITER
C\\niy doc¢ werkswrcer98498
The Division of water Quality hereby
acknowledges receipt and accW.=ce of this Engineers
Certi on
217

mate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
RIDGEVIEW CONDO HOA
JOYCE KRECH
104 FERN CREEK DRIVE
FLAT ROCK NC 28731
Dear Mr. Krech:
1OR MAI
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 10, 2001�_
MhAY 1 4 `ZNj
Subject: Permit No. WQ0019064
18th Fair
Sewer -Private
Henderson 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].
cc:
Sincerely,
Thelma Williams
Asheville Regional Office, Water Quality Section
Central Files
Laughter, Austin & 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

ppp
NON NPDES FACILITY AND PERMIT DATA 04/20/01 15:35:43
PDA
ON TRXID 50U KEY WQ0019064 ACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ 400.00 REGION
NAME> RIDGEVIEW CONDO HOA-18TH FAIR2 COUNTY> HENDERSON 01
ADDRESS: MAILING (REQUIRED) ENGINEER: LAUGHTER, AUSTIN & ASSOC.
STREET: 104 FERN CREEK DRIVE STREET: 131 FOURTH AVE EAST
CITY: FLAT ROCK ST NC ZIP 28731 CITY: HENDERSONVILLE ST NC ZIP 28792
TELEPHONE [phone] TELEPHONE: [phone]
STATE CONTACT> SERG FACILITY CONTACT JOYCE KRECH
TYPE OF PROJECT> SEWER -PRIVATE LAT: LONG:
DATE APP RCVD 09/20/00 N=NEW,M=MODIFICATION,R=REISSUE> N
DATE
ACKNOWLEDGED
10/01/00
DATE REVIEWED
10/01/00
RETURN DATE
12/02/00
REG
COMM
REQS
10/04/00
DATE DENIED
/ /
NPDES #-
REG
COMM
RCVD
10/05/00
DATE RETURNED
/ /
TRIB Q
.0000 MGD
ADD
INFO
REQS
/ /
OT AG CON REQS
/ /
TRIB DATE-
ADD
INFO
RCVD
/ /
OT AG CON RCVD
END
STAT
APP P
12/19/00
DATE ISSUED
10/24/00
DATE EXPIRE
FEE CODE( 7)1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),O=(NO FEE) DISC CODES 06 ASN/CHG PRMT
ENG CERT DATE 04/20/01 LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** DATA MODIFIED SUCCESSFULLY ***

NON NPDES FACILITY•AND PERMIT
DATA 05/09/01
09:53:49
,,PTION
TRXID 5OU KEY WQ0019064
..ANAL DATA FACILITY APPLYING
FOR PERMIT APP/PERMIT
FEE-$ 400.00
REGION
9ACILITY NAME> RIDGEVIEW CONDO
HOA-18TH FAIR2
COUNTY> HENDERSON
O1
ADDRESS:
MAILING (REQUIRED)
ENGINEER:
LAUGHTER, AUSTIN & ASSOC.
STREET: 104 FERN
CREEK DRIVE
STREET:
131 FOURTH AVE EAST
CITY: FLAT ROCK ST NC
ZIP 28731 CITY:
HENDERSONVILLE ST NC
ZIP 28792
TELEPHONE 828 692
9138
TELEPHONE:
828 692 9089
STATE CONTACT> SERG -
FACILITY
CONTACT JOYCE KRECH
TYPE OF PROJECT> SEWER -PRIVATE
LAT: LONG:
DATE APP RCVD
09/20/00
N=NEW,M=MODIFICATION,R=REISSUE>
N
DATE ACKNOWLEDGED
10/01/00
DATE REVIEWED
10/01/00 RETURN DATE
12/02/00
REG COMM REQS
10/04/00
DATE DENIED
/ / NPDES #-
REG COMM RCVD
10/05/00
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
12/19/00
DATE ISSUED
10/24/00 DATE EXPIRE
FEE CODE( 7)1=(>1MGD),2=(>IOKGD),3=(>1KGD),4=(<lKGD+SF),5=(S>300A), 6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC), 0=(NO FEE) DISC CODES 06 ASN/CHG PRMT
ENG CERT DATE 04/20/01 LAST NOV DATE / / CONBILL( )
COMMENTS:
MESSAGE: *** ENTER DATA FOR UPDATE ***

Jon H. Laughter
Donald J. Austin
Thomas P. Welbourn
James D. Chambless, Sr.
Laughter, Austin and Associates, P.A.
Engineering • Planning • Land Surveying
131 FOURTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792
LETTER OF TRANSMITTAL
'Vp�
. Kerr T. Stevens, P.E., Director
North Carolina Department of
Environment and Natural Resources
Division of Water Quality
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
[phone]
Fax [phone]
WATS 1-800-858-LAND
April 5, 2001
DIV. OF WATER QUALITY
DIRECTOR'S OFFICE
Project. Ridgeview Condominium HOA
18a' Fairway Sewer Extension at Kenmure
Wastewater Collection System Extension
Henderson County
LAA Job No. 00-218
Application Preliminary New Submittal Revision
Final Submittal Information You Requested Additional Info. Requested
For Approval As -Built Submittal Completion Certification
Request To Start Construction For Your Files ] Other
o Fast Track •
Permit No. WQ0019064
Dear Mr. Stevens,
Please find the following items enclosed as required by Division of Water Quality
regulations for "Fast Track" projects for the aforementioned project:
1.) One (1) copy of Record Drawings .
2.) A Completion Certification.
WATERGU��0t4
APR 2 U 2001
NOOsmilre® pelmltung

Kerr T. Stevens, Director
NCDENR-DWQ
Non -Discharge Permitting Unit
Page 2; April 5, 2001
Ridgeview Condominium HOA
18s` Fairway Sewer Extension at Kenmure
Wastewater Collection System Extension
Henderson County
LAA Job No. 00-218
If additional information is required or should you have any questions, please phone me at
[phone] or (800) 858-LAND. Facsimile [phone].
Respectfully submitted,
LAUGHTER, AUSTIN AND ASSOCIATES, P.A.
��A U�
Jon H. Laughter, P.E.
/jde
Enclosures: YES
Prcj. status: FinaLlCompletion
Action: Acceptance
ce: Project file
RECEIVED
WAnRQUMMSEMN
Crny documents\sewerU.TR00218cert APR G u zuol
Non•DWorge Penn(t6ng

Ilina
ironment
-ces
— - -- — - <--lity
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
May 10, 2001
CITY OF HENDERSONVILLE
EZRA ALLMAN
P O BOX 1760
HENDERSONVILLE NC 28793
1�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ00
Carriage
Sewer -Public
Henderson County
Dear Mr. Allman:
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
Mountain Engineering Co
1617 Mail Service.Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

July 16, 1999
ENGINEER'S CERTIFICATION
Partial % Final
I, JOHN 11. JETER , 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, CARRIAGE PARK -Section 13 Rendergrnyi i 1 e, Henderson 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 covera ;e the North Carolina Gravity Sewer Minimum Design Manual, and
other supporting materials. ���.�`�H CARp •' •,
Signature
Date 3-29-01 =`•� SEAL !•s
20180
ftlNEB �'Z-
4KER JE,
Registration No. 20180
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 27626-05RECEIVED.
35
WA7> a Of 1ni rtv c��110N
APR -V ` 1
Non-Dischetge PertniWng-
inaDivision cf Water Qrt V hereby
aclliowledges receipt and acca Mce of this Engiu=�
Certification
3

NPDES FACILITY AND PERMIT DATA 04/20/01 15:36:08
TRXID 5OU KEY WQ0016955
FACILITY APPLYING
FOR PERMIT APP/PERMIT FEE-$ 400.00
REGION
PP'TA
TY NAME> HENDERSONVILLE,
CITY-CARRIAGEI
COUNTY> HENDERSON
01
RESS: MAILING (REQUIRED) ENGINEER:
MOUNTAIN ENGINEERING
CO.
STREET: PO BOX 1760
STREET:
PO BOX 66
CITY: HENDERSONVILLE 5T NC
ZIP 28793 CITY:
FLAT ROCK ST NC
ZIP 28731
TELEPHONE [phone]
TELEPHONE:
828 697 9573
STATE CONTACT> SERG
FACILITY
CONTACT EZRA ALLMAN
TYPE OF PROJECT> SEWERS -PUBLIC
LAT: LONG:
DATE APP RCVD 06/03/99
N=NEW,M=MODIFICATION,R=REISSUE>
N
DATE ACKNOWLEDGED 06/11/99
DATE REVIEWED
/ / RETURN DATE
REG COMM REQS 06/11/99
DATE DENIED
/ / NPDES #- NCO025534
REG COMM RCVD 07/07/99
DATE RETURNED
/ / TRIB Q
.0014 MGD
ADD INFO REQS / /
OT AG CON REQS
/ / TRIB DATE- 07/16/99
ADD INFO RCVD / /
OT AG CON RCVD
END STAT APP P 09/01/99
DATE ISSUED
07/16/99 DATE EXPIRE
FEE CODE( 7)1=(>1MGD),2=(>IOKGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=((SENDEL),8=(SEDEL),9=(CLREC), 0=(NO FEE) DISC CODES 01 ASN/CHG PRMT
ENG CERT DATE 04/20/01 LAST NOV DATE / / CONBILL( )
COMMENTS: SECTION XIII
MESSAGE: *** DATA MODIFIED SUCCESSFULLY ***
I

MOUNTAIN ENGINEERING COMPANY
CIVIL ENGINEERING + SITE PLANNING
P.O. BOX 66 Flat Rock, N.C. 28731 [phone]
Kerr T. Stevens, Director
C. Department of Environment and Natural Resources
Division of Water Quality
I PVrmits and Engineering Unit
Post Office Box 29535
$aleigh, North Carolina 27626-0535
Re: Permit No. WQ0016955
City of Hendersonville
Carriage Park - Section 13
Wastewater Collection System
Henderson County
Dear Mr. Stevens:
30 March 2001
APR 1 2 2001
DIV. OF WATER QUALITY
DIRECTOR'S OFFICE
To the best of my knowledge, the above referenced project has been completed according to
the approved plans and permit.
In compliance with the permit, I am enclosing the Engineer's Certification as well as one(l)
copy of the "As Built" (Record) drawings.
Sincerely yours,
John B. J ter, P. E.
cc: Ezra W. Allman, City of Hendersonville RECEIVED
Dale A. Hamlin, Carriage Park WkTFRr$tarTYq;:VT10N
APu
NorfDisftrge Pennit6ng

PATTERSON & PATTERSON
PAUL PATTERSON WILLIAM PATTERSON
PROFESSIONAL ENGINEER PROFESSIONAL LAND SURVEYOR
P.O. BOX 1189
HENDERSONVILLE, NC28793-1189
1-828-692-6629 (FEL & FAX)
MEMORANDUM
August 30, 2001
North Carolina Division of Water Quality
Water Quality Section
Permits and Engineering Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Project: FINAL COMPLETION CERTIFICATION
Chadwick Square
Wastewater Collection System
City of Hendersonville
Henderson County
NCDENR Permit No. WQ0016310 S60 / 8
Dated - June 23, 2000 _..;
Dear Sir/Madam:
Please find attached herewith, a Final Completion Certification for the Wastewater Collection
System to provide sewer service Chadwick Square located on the west side of said Greenville Highway
at the intersection of said highway and Chadwick Avenue, with the installation of approximately 551
linear feet (total) of eight (8) inch diameter PVC/Ductile Iron sewer line, six (6) manholes, and sanitary
sewer laterals to serve sixty-seven apartments and two office buildings.
I am hereby requesting approval of this portion of project from your office, as well as the
Henderson County Utilities Department. Should you have any questions or comments, please feel free
to call. Thanks in advance for your cooperation in this matter.
Sincerely,
Paul Patterson, P.E.
cc: File:00-03-06-ENG
Ezra Allman, Director @ City of Hendersonville Water & Sewer Dept.
c:\lotus\work\wordpro\wsspecs\certs\chadslt.lwp
ENGINEERING - SURVEYING - PLANNING