NC0025534_FTSE_1998+_20210115

gate of North Carolina
Department of Environment
and Natural Resources `
Division of Water Quality
James B. Hunt, Jr., Governor r�M IL
Wayne McDevitt, Secretary C ^ , p
A. Preston.Howard, Jr., P.E., Director C , V ri
August 25, 1998
®z
BOB LEWIS =-
VISTA ASSOC,LLC-INDUSTR.PK
PO BOX 25062 ` EP
ASHEVILLE, NC 28813 9
Subject: CERTIFICATE OF COMPLETION
PERMIT NO. WQ001402811%,�
VISTA ASSOC,LLC-INDUSTR:PK
HENDERSON COUNTY
Dear Permittee:
On July 10, 1997 the Division of Environmental Management issued you the subject permit. One of the
conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the requirements of this permit and the
approved plans and specifications. Mail certification to the Permits and Engineering
Unit, P.O. Box 29535, Raleigh N.C., 27626-0535.
To date, our records show that no certification has been received for the subject permit. If the permitted
facility has been constructed and placed into operation please submit the required certification immediately.
Operation of the treatment system prior to submission of the required certification is in violation of your
permit and is subject to enforcement action. If you have any questions, please contact consulting engineer
for this project, WILLIAM G. LAPSLEY & ASSO at [phone]. If the facility has not been
constructed,please contact the Asheville Regional Office at [phone], so that they can update their
records.
Thank you for your prompt attention to this matter.
Sincerely,
Kim H. Colson, P.E., Supervisor
State Engineering Review Group
cc: ;Ashevillelbegi&n-17Officel
File
P.O. Box 29535, Raleigh,North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

tate of North Carolina U
Department of Environment r
and Natural Resources ` •
Division of Water Quality r
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary ® "�
A. Preston Howard, Jr., P.E., Director
91998
July 6, 1998
L. 'Q QllEt; SECT10ij
Mr. Norman Gordon ` ?` l ONAI OFFICE
P.O. Box 309
Naples,North Carolina 28760
Subject: Permit No.WQ0015498
Norman Gordon, Owner
Norms Mini Mart, Shell Station
Wastewater Collection System
Henderson County
Dear Mr. Gordon:
In accordance with your application received June 17, 1998, attached is Permit No. WQ0015498,
dated July 6, 1998, to Norman Gordon for the construction and operation of the subject wastewater
collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject to
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1996 and the attached permit.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted for the
construction and operation of approximately 375 linear feet of 8 inch gravity sewer to serve one water
closet and one urinal at Norm's Mini Mart, Shell Station, and the discharge of 500 GPD of collected
domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to the
application received June 17, 1998, and in conformity with the North Carolina Gravity Sewer Design
Criteria.
The sewage and wastewater collected by this system shall be treated in the City of Hendersonville
Wastewater Treatment Facility (NPDES Permit No. NC0025534) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between the City of Hendersonville and
Norman Gordon for the collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, _
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local,
state, and federal) which have jurisdiction.
P.O. Box 29535, Raleigh,North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper
t�

If you need additional information concerning this matter, please contact Marcia Eaddy at (91
733-5083 extension 524.
Sincerely,
(01 A. Preston P.E.
cc: Henderson County Health Department
f WIMi Te7Re iomali0 ,.icc at_e_ r etie
Laughter, Austin and Associates,P.A.

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

ate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality r�
1
James B. Hunt, Jr., Governor A A�
Wayne McDevitt, Secretary C A
A. Preston Howard, Jr., P.E., Director C V
December 19, 1997 D
FM8 - 91998
EZRA M. ALLMAN p
HENDERSONVILLE, CITY-CARRIAGE ASHEVEL E R sIONAL ORICE
PO BOX 1760
HENDERSONVILLE, NC 28793
Subject: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0013018
HENDERSONVILLE, CITY-CARRIAGE
HENDERSON COUNTY
Dear Pemuttee:
On November 27, 1996 the Division of Environmental Management issued you the subject permit. One of
the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the requirements of this permit and the
approved plans and specifications. Mail certification to the Permits and Engineering
Unit, P.O. Box 29535, Raleigh N.C., 27626-0535.
To date, our records show that no certification has been received for the subject permit. If the permitted
facility has been constructed and placed into operation please submit the required certification immediately.
Operation of the treatment system prior to submission of the required certification is in violation of your
permit and is subject to enforcement action. If you have any questions, please contact consulting engineer
for this project, WILLIAM G. LAPSLEY & ASSO at [phone]. If the facility has not been
constructed, please contact the Asheville Regional Office at [phone], so that they can update their
records.
Thank you for your prompt attention to this matter.
Sincerely, "
� 2
Colso , :E; upervisor
State Engineering Review Group
cc: A he ilie RegionaIu@ fiqg.
File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

.tate of North Carolina nnII
Department of Environment III
and Natural Resources 4 •
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary C) E a, V r1
A. Preston Howard, Jr., P.E., Director
March 11, 1998 w
Mr. Ezra Allman,Director /11Qq
City of Hendersonville 2/90
P.O. Box 1760 ASN�E ?
Hendersonville, North Carolina 28793
Subject: Permit No. WQ0015061 %
City of Hendersonville `
Fitzsimons Street '�J
Wastewater Collection System
Henderson County
Dear Mr. Allman:
In accordance with your application received March 6, 1998, attached is Permit No. WQ0015061,
dated March 11, 1998, to the City of Hendersonville for the construction and operation of the subject
wastewater collection extension.
- This permit shall be effective from the date of issuance until rescinded and you shall be subject to
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1996 and the attached permit.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted for the
construction and operation of approximately 1,258 linear feet of 8 inch gravity sewer to serve 8-two
bedroom duplex, a 20,000 square feet of office space with 4-employees, and the discharge of 5,840 GPD
of collected domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to
the application received March 6, 1998, and in conformity with the North Carolina Gravity Sewer Design
Criteria.
The sewage and wastewater collected by this system shall be treated in the City of Hendersonville
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 thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding.
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local,
state, and federal) which have jurisdiction.
P.O. Box 29535, Raleigh,North Carolina 27626.0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper
4�

If you need additional information concerning this matter,please contact Thelma Williams at (919)
733-5083 extension 524.
Sincerely,
Q
fjA.
H l azd J ., P.E.
cc: Henderson County Health Department
—Asheuille=Region al7Office�W atei-Quality-Section
Paul Patterson, P.E.

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

10. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number.
[phone], as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any failure of a sewer line resulting in a by-pass directly to receiving waters without treatment of
all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 11th day of March, 1998.
NORTH CAROL/1INA ENVIRONMENTAL MANAGEMENT COMMISSION
'k. PIeS�Ward, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015061
2

Permit No. WQ0015061
March 11, 1998
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically,weekly, full time) the construction of the
project, for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit, the certificate of coverage, the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materials.
Signature Registration No.
Date
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as-constructed plans) of the wastewater collection system This:,
project shall not be considered complete and allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
3

r
te of North Carolinapartment of Environment Natural Resources
sion of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director C , V
March 4, 1998
Mr.Ezra Allman,Director
City of Hendersonville
P.O. Box 1760
Hendersonville, North Carolina 28793
Subject: Permit No. WQ0O15O27
City of Hendersonville
Carolina Village Skilled Care Facility
Wastewater Collection System
Dear Mr.Allman: Henderson County
In accordance with your application received February 24, 1998, attached is Permit No.
WQ0O15O27, dated March 4, 1998, to the City of Hendersonville for the construction and operation of the
subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject to
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1996 and the attached permit.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted for the
construction and operation of approximately 600 linear feet of 8 inch gravity sewer to serve 58-bed at
Carolina Village Skilled Care Facility, and the discharge of 6,960 GPD of collected domestic wastewater
into the City of Hendersonville's existing sewerage system, pursuant to the application received
February 24, 1998, and in conformity with the North Carolina Gravity Sewer Design Criteria.
The sewage and wastewater collected by this system shall be treated in the City of Hendersonville
Wastewater Treatment Facility (NPDES Permit No. NCO025534) prior to being discharged into the
receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 15OB of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh,NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding.
The issuance of this permit does not preclude the Permittee,from�complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by,other(go`vernment`agencies (local,
state, and federal) which have jurisdiction.
Ulf MAR 0 lanq I:"f
WATER QUALITY SECTION
AS E7iLL REGIONAL OFFIOE
P.O. Box 29535, Raleigh,North Carolina 27626-0535 Telephone[phone] FAX[phone]
r,,,• An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper
f

If you need additional information concerning this matter,please contact Thelma Williams at (919)
733-5083 extension 524.
Since
r y,
Preston Howard, Jr., P.E.
cc: Henderson County Health Department
Asheville$Regional-0ffce:Water_Quality Section
William G. Lapsley & Associates,P.A.

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

10. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any failure of a sewer line resulting in a by-pass directly to receiving waters without treatment of
all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 4th day of March, 1998.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. reston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0015027
2

Permit No.WQ0015027
March 4, 1998
ENGINEER'S CERTIFICATION
Partial Final
I, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe(periodically,weekly, full time) the construction of the
project, , for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit, the certificate of coverage, the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materials.
Signature Registration No.
Date
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as-constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
3

tate of orth Carolina
Department of Environment
and Natural Resources ` w
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary ® E A
A. Preston Howard, Jr., P.E., Director V
February 6, 1998
Mr.Ezra Allman,Director Water&Sewer Dept. D
City of Hendersonville
P O Box 1760 D
Hendersonville, NC 28793 FFe Q 199g
Subject: Per"mltp oV OQ 0147
v �2rv�
'Cify-of:He�der o
US Highway" < Se er Project
Sewer Extension
Henderson County
Dear Mr. Allman,
In accordance with your application received December 1, 1997, we are forwarding herewith
Permit No. WQ0014737 dated February 6, 1998, to the City of Hendersonville for the construction and
operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh,NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Ed Buchan at(919) 733-5083 extension 546.
rely,
A. Preston Howard, Jr., P.E.
cc: Henderson County Health Department
Asbeville'Region�l Office,>R�atenQuality Section
William G. Lapsley&Associates
\\� P.O.Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Hendersonville
Henderson County
FOR THE
construction and operation of approximately 1,075 linear feet of 8 inch gravity sewer, a 200 GPM pump
station with duplex pumps, on-site audible and visual high water alarms, and telemetry monitoring system,
on-site generator with automatic transfer switch, and approximately 4,667 linear feet of 6 inch force main
to serve 199 three bedroom single family residences, and the discharge of 71,640 GPD of collected
domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to the
application received December 1, 1997, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Hendersonville
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality (Division) accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Non-Discharge Permitting Unit, P.O. Box
29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action,including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number(704)
251-6208, as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
2

Permit issued this the 6th day of February, 1998
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
\ Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0014737
3

Permit No.WQ0014737
February 6, 1998
ENGINEER'S CERTIFICATION
Final Partial
I, , as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe(periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that,to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
4

tate of North Carolina
ate
of Environment
and Natural ResourcesA41a
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary C A
A. Preston Howard, Jr., P.E., Director C. V
December 19, 1997 D
DALE A HAMLIN
CARRIAGE PK DEV CORP-SECT 14 LAN - 7 I� 0 '6
2827 HAYWOOD ROAD _J
HENDERSONVILLE, NC 28739 !'ATER QUALITY SECTION
_AST191 LE UGIONAL OFFICE
Subject: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0013032
CARRIAGE PK DEV CORP-SECT 14
HENDERSON COUNTY
Dear Permittee:
On November 27, 1996 the Division of Environmental Management issued you the subject pemut. One of
the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the requirements of this permit and the
approved plans and specifications. Mail certification to the Permits and Engineering
Unit, P.O. Box 29535, Raleigh N.C., 27626-0535.
To date, our records show that no certification has been received for the subject permit. If the permitted
facility has been constructed and placed into operation please submit the required certification immediately.
Operation of the treatment system prior to submission of the required certification is in violation of your
permit and is subject to enforcement action. If you have any questions, please contact consulting engineer
for this project, WILLIAM G. LAPSLEY & ASSO at [phone]. If the facility has not been
constructed, please contact the Asheville Regional Office at [phone], so that they can update their
records.
Thank you for your prompt attention to this matter.
Sincerely,
wz&- � 2 �l/.�2tc.�Kim olson/P.E., Supervisor
State Engineering Review Group
cc: % sheve:Regional:Office
File
P.O. Box 29535, Raleigh,North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

t epp North Carolina
Dartment of Environment
and Natural Resources
ZAavision
`i of Water Qualitymes B. Hunt, Jr., Governor
ayne McDevitt, Secretary ® c p
. Preston Howard, Jr., P.E., Director C ri
December 19, 1997
EZRA M. ALLMAN JAN - 7 1998
HENDERSONVILLE, CITY-CARRIAGE
PO BOX 1760
HENDERSONVILLE, NC 28793 WATER ppUALITY SECTION
ASHE4ILLE REGIONAL OFFICE
Subject: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0013018
HENDERSONVILLE, CITY-CARRIAGE
HENDERSON COUNTY
Dear Permittee:
On November 27, 1996 the Division of Environmental Management issued you the subject permit. One of
the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the requirements of this permit and the
approved plans and specifications. Mail certification to the Permits and Engineering
Unit, P.O. Box 29535, Raleigh N.C., 27626-0535.
To date, our records show that no certification has been received for the subject permit. If the permitted
facility has been constructed and placed into operation please submit the required certification immediately.
Operation of the treatment system prior to submission of the required certification is in violation of your
permit and is subject to enforcement action. If you have any questions, please contact consulting engineer
for this project, WILLLIAM G. LAPSLEY & ASSO at [phone]. If the facility has not been
constructed,please contact the Asheville Regional Office at [phone], so that they can update their
records.
Thank you for your prompt attention to this matter.
Sincerely, n/
AImKColso , P i f
isor
D State Engineering Review Group
cc: tkSheville�'Regional:O face
File
P.O. Box 29535, Raleigh,North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

As 0
W 0013846Permit
y TIFI CTION '9�Ma 29, 1
E IN
t1o��`sr
I M. Keith Webb 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
East Midge Crossing Shopping Center
project, Sanitary Sewer Extension , City of Hendersonville forthe
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit, the certificate of co +erage, the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materials.
Signature . IigistrationNo. /ZSOq
Date I o - z14
C ,12t3r1
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as-constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
The Division of Water Quality hereby -
acknowiedges receipt and acceptance of this Engineers
Certirrcation a
r^� G
C
Gig W G�
Z Cb
r
O�
�z
m �
3

J
otate of North Carolina
Department of Environment and
Natural Resources
Division of Water Quality - Non Discharge Branch 4 0
Non-Dishcharge Permitting Unit
1.O��
James B. Hunt, Jr., Governor ,
Wayne McDevitt, Secretary D E H N F�
A. Preston Howard, Jr., P.E., Director
December 5, 1997 DEC 111997
MR. EZRA W. ALLMANTTY OF HENDERSONVILLE i
CITY OF HENDERSONVILLE - +, +1 our SECTION
PO BOX 1760 Lc Gm2JALOFFICE
HENDERSONVILLE, NORTH CAROLINA 28793
Subject: Application No. WQ0014737
US Hwy 64 East
Sewers-Public
Henderson County
Dear MR. ALLMANTTY OF HENDERSONVILLE:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on December 1, 1997. This application has been assigned the number listed
above.
Your project has been assigned to Ed Buchan for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information. `,L
Be aware that the Division's regional office, copied below, must provide recommendations from they
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Ed Buchan at [phone] extension 546. If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
z C
Kim Co son, P.E.
Supervisor,Non-Discharge Branch Permitting Unit
cc: Asheville-Regional"Office
William G. Lapsley &Associates, P.A.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
We An Equal Opportunity Affirmative Action Employer

a
RECEI�SE�ION
State of North Carolina WATER ,,,
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application Non-Mchame PermiUinn
(THIS FORM MAY 8E PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): City of Hendersonville
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Ezra Allman
Director Water & Sewer Dept.
3. Mailing Address: P .O. sox 1760
City: Hendersonville State: NC Zip: 23793
Telephone No.: 7( 04 ) 697-3065
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
U.S. Highway 64 East, Sanitary sewer lift station, force main
and Gravity Sewer Line
5. Application Date: November 12, 1997 6. Fee Submitted: $ 400 . 00
7. County where project is located: Henderson
II. PERMIT INFORMATION:
1 . Permit No. (will be completed by DEM):
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number NSA and issue date N/A
4. Specify whether the applicant is x public or private.
FORM: GSPS 4/91 Page 1 of 10

GR.%VITY SEWEfl Ii:% 1'1:NlP 5l
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1 . Nature of Wastewater: 30 % Domestic; 20 % Commercial:
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
New Residential Subdivision_ & future commercial establishmment
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: NONE
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 74 , 700 gallons per day
6. Explanation of how wastewater volume was determined: 199 'units @ 300 gpd/unit
+ 15, 000 GPD for the future commercial establishment
IV. DESIGN INFORMATION:
1. Brief project description: 4, 6 6 7 LV of 6"y1 force main, a below ground
lift station, 1, 075 LP of 3"0 gravity sewer and related appurtenance:
to serve futre wolfpen development and adjacent commercial
establishment
2. Name of wastewater treatment facility receiving wastewater: City of Hendersonville
a. Facility permit no.: NC 0025539
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Receiving sewer has adequate capacity
and conditon to accept new wastewater flow
2 of 10

GRAVITY" SEWLk [:XTENS10N ,� Pl;\IP ST..% 110N
PAGE 3 (4/91 )
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Length Pipe C or N Min. Max. Minimum* Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
8 1, 075 PVC 0 . 010 0 . 4 0 . 4 2 . 47 2 . 47 36 '
NOTE: The minimum velocity must not be less than 2 fps. * @ Peak Flow
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified
For any excessive slopes or velocities that will occur in any-sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 235 linear feet.
6. This sewer line segment occurs between manhole no. 2 and manhole no. 3
7. Does the owner/operator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes x No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: NSA feet.
10. Identify (by manhole number) those manholes that have drop connections: NONE
3of10

GRAVITY SEWER EXIINSIU`: & P(..MP S"i':\ .
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltradon test rate: 100 GPD/ pipe dia. in./mile.
Note: Must not exceed-260•GPD/pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? X Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? g Yes _No
13. Are manholes subject to flooding? _Yes x No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _ Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes —No
16. Identify (by manhole number) those manholes that are vented: NONE
17. Does this project involve any stream crossings? .-d-yes. _no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: installation of pipe at least 1 foot below creek
botton: - use of Ductile Iron Class SO Sewer Pipe. See
sheet )l of 9
4 of 10

GRAVI-I'Y SEWER IiXTEiNSION ,, M. NIP ST.-\ 1'10N
PAGE 5 of 10 (4/91 )
1P STA"I'IO..' (.VFOR`IATWN
1 . Pump Station No.: 1 (A separate sheet V.1 through V. 15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Walfpen Creek
3. Classification of closest downslope surface waters: C (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: nT,/A
5. What size pumps are provided? 200 GPM
6. How many pumps are provided? Two (2)
7. What is the maximum capacity of the pump station? 288 , 000 GPD
8. What is the design total dynamic head? 100 feet
9. How many pumping cycles will occur at the design flow rate? 6 cycles per hour
10. Check if provided at pump station:
Alternate Power Source Transfer switch, to generator
Wet Well Vented with Screen x
Fillets in Wet Well X .
Check Valves and Gate Valves x
Security Fencing X
Lockable Wet Well Cover X
Area Light x
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection x
High Water Alarm x Audible and Visual X Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
6" 4 , 667 PVC 2156 2085 2 . 27 48
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? x yes — no
13. Is pump station subject to flooding? _ yes x no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump-stations downstream of this station? —yes x no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWI:R E:iTE_.NSl()-`; &' PUMP ST:\ .
PAGE 6 (4/91 )
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
Mow and on the attached map segment:
Name of surface waters: 1()©X17P In cre-&k
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable: IL11p
Signature of regional office personnel: CEuQ Rzylt et Date: / 7
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor(see attached listing). At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): City of Hendersonville
2. Name and Complete Address of Engineering Firm: William G. Lapsley & Assoc.
P.O. Box 546, 1635 Ashville Hwy,
City: Hendersonville State: NC Zip: 28793
Telephone No. 704-697-7334
3. Project Name: U.S. Hwy. 64 East - Sanitary Sewer Lift Station
Force Blain & Gravity Sewer Line
4. Pump station design flow: 2 8 8,0 0 0 GPD; 200 GPM
5. Name of closest downslope surface waters: Wolfpen Creek
6. County(s) where project and surface waters are located: Henderson
7. Map name and date: Hendersonville Quadrangle, 1965 Photorevised 1978
8. North Carolina Professional Engineer's Registration No. 18469
9. Print Name of Engineer John Echeverri
10. Seal and Signature (specify date): .�O��N CARp��'•,
18469
6of10 % ✓py vCINE� .��

- VISION OF ENVIRONMENTAL iMANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Woodfin Place P O Box 1507 3800 Barrett Dr., Suite 101
Asheville, NC 28802 Washington, NC 27889 Raleigh, NC 27609
704n51-6208 919/946-6481 919/733-2314
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Berrie Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck Perquimans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Hayward Transylvania Gates Tyrell Lee Wilson
Henderson Yanry Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQ Super. Mooresville Regional WQ Super. Wilmington Region. WQ Super.
Wachovia Building,Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayeueville, NC 28301 Mooresville,NC 28115 Wilmington, NC 29405-3945 }
919/486-1541 704/663-1699 919/395-3900
Anson Moore Alexander Mecklenburg Bnmsv ick New Hanover
Bladen Robeson Cabatrus Rowan Carteret Onslow
Cumberland Richmond Catawba Stanly Columbus Pender
Harnett Sampson Gaston Union Duplin
Hoke Scotland Iredell Cleveland -
Montgomery Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard,Suite 100
Winston-Salem, NC 27106
919/761-2351
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
7 of 10

GRAVI'TYSEWER liXTFNSION' SI
PAGE S (-1/91
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Irems
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the-
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the exisdng permit if
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project; then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

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

GRAVITYSE1WEiRi 'i'11:NSIO Y: Pf:NIPST.\ .
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: William G. Lapsley & Associates, P.A.
P.O. Box 546
City: IIendersonville State: NC Zip: 20793
Telephone No. 704-697-7334
Professional Engineer's Certification:
I John Echeverri , attest that this application for U. S. Hwy. 64 East
S . S. , L. S . , F.11. , & G. S . Line has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 19469
Print Name of Engineer John Echeverri
CAM
Seal and Signature (specify date):
.,q (? UQt FYI
18469
✓'F�'CI NE�� �
Applicant's Certification:
anm„
I, Ezra Allman attest that this application for U. S . Hwy . 64
East S. S . Lift Station, Force 14ain, & Gravity Sewer Line
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete. p 7
Signature_ z�� _ Date d - �—
THE CO LETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

FTE-7 11/14/97TO: STATE REVIEW GROUP
DIVISION OF WATER QUALITY
STATE REVIEW GROUP REVIEW ENGINEER: Farrell tKeou q ( , (/(/'/� - /
FROM: WATER QUALITY REGIONAL SUPERVISOR: Forrest A. Westall
ASHEVILLE REGIONAL OFFICE
REGIONAL OFFICE CONTACT: Paul R. White P
SUBJECT: PROCEDURE FOUR (4)
APP. NO: WQ0014634 (370 ft . 8 in. gravity)
PROJECT NAME: Gann Village
APPLICANT: Ezra Allman, Director
Hendersonville Water and Sewer Department
P.O. Box 1760
Hendersonivlle, NC 28793
Henderson County
1) Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 .2 MGD
3) NPDES Permit No. : NCO025534 Expiration Date: 9/30/00- -
4) Compliance Information: Present treatment plant performance
for previous 12 months ending 09/30/97:
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers: 12, 000 gpd
domestic: 100- industrial: other:
6) Flow from previously approved projects not yet tributary to WWTP:
Estimated: 0 . 289310 MGD. See table on following page.
Flow for pending projects : 0 . 025480 MGD
Flow this project: 0 . 012000 MGD
Flow for previous 12 mo. : 2 . 795100 MGD
TOTAL: 3 . 107890 MGD
7) Regional Recommendations: APPROVAL
An SOC has been executed which allows additional flow while
additional treatment facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.
��U

CITY OF HENDERSONVILLE I SOC
SUMMARY OF PERMITTED FLOWS I!
NOVEMBER 14, 1997 0.600
PROJECT WO # DATE DATE PERMIT ACTUAL MGD NOT NET SOC
APPROVED CERT. MGD MGD TRIB FLOW
Lake Pt Ldg 1153 2-10-89 6-15-94 0.062040 0 .017250 0.044790
(Cherry Br)
Carriage 2955 2-8-90 0.010800 0 .004000 0.006800
Park S2
Sugarloaf 7491 6-25-93 5-17-94 0.017205 0.005000 0 .012205
Apts_
Bright Oaks 8224 9-3-93 3-16-94 0.009000 0.007500 0.001500
Ctry Mdws
Carriage 8288 9-3-93 3-16-94 0.004320 0 .002250 0.002070
Park PiS3
Appleland 9046 4-18-94 4-16-95 0.022000 0.019200 0.002800
Bus. Pk.
Carriage 9479 6-30-94 8-10-95 0.008640 0 .002937 0 .005703
Park P2S3
Spring Arbor 9715 8-15-94 no 0. 003600 0 .003087 0.000513
Sharon's 9732 9-13-94 no 0.009600 0.004250 0.005350
Crossing
Maple 9836 9-30-94 4-5-95 0.005600 0 .003207 0.002393
Village
Carriage 10144 11-17-94 8-10-95 0.015840 0 .007750 0 .008090
Park S6
Carriage 10040 11-23-94 5-11-95 0.003600 0 .000500 0.003100
Park S25
Upwd Int. 11044 07-17-95 NO 0.015000 0.000000 0.015000
(Waddell)
Twin Pines 11269 08-14-95 8-27-96 0.007320 0.000136 0 .007184
RV Park
1994 ANX ESBFT 08-30-95 12-17-96 0.144665 0.076885
incl.053 95002 0 .067780
Car. Vil 5
WQ11473
Heritage 11837 2-7-96 no 0.066600 0.032393 0 .034207
Hills
BEGIN SOC 12317 9-16-96 8-22-97 0.008640 0.000000 0.008640 0.59136
Pk Vu Apts
INGLES MKTS 12924 10-11-96 1 8-29-97 0.006900 0. 000000 0 .006900 0.58446
CARRIAGE 13032 11-27-96 NO 0 .006840 0. 000000 0.006840 0.57762
PARK S14
CARRIAGE 13370 2-26-97 NO 0 .014760 0.000000 0.014760 0.56286
PARK S24

CITY OF HENDERSONVILLE SOC FLOW
7 SUMMARY OF PERMITTED FLOWS
NOVEMBER 14, 1997 0:600
MANUAL 13620 14-16-97 NO 0.004000 0.000000 0.004000 0.55886
WOODWORKERS 1
STANWOOD MHP 13580 6-4-97 NO 0.005000 0.000000 0.005000 0.55386
BYERS 13919 6-20-97 NO 0.001625 0.000000 0.001625 0.552235
PRECISION
HVILLE SHAKO 14080 8-12-97 9-12-97 0.000360 0.000000 0.000360 0.551875
REND CO LDFL 14025 B-18-97 0.004660 0.000000 0.004660 0.547215
HEND CO. 14323 9-3-97 NO 0.017040 0.000000 0.017040 0.530175
PARDEE
TOTALS r TOTAL SOC FLOW PERMITTED: 0.069825 REMAINING 0.530175 ,
TOTAL FLOW NOT TRIB: 0.2893_1_0

rp State of North Carolina
Department of Environment and
Natural Resources
Division of Water Quality - Non Discharge Branch
VVV� Non-Dishcharge Permitting Unit� James B. Hunt, Jr., Governor ��� L
IV Wayne McDevitt, Secretary p E H N F1
A. Preston Howard, Jr., P.E., Director
D �
November 6, 1997 Nov 1
0 1997
MR. EZRA W. ALLMAN
CITY OF
BOX HE ERSONVILLE SWATERolIAtITYgecr10N
E RE610Nq
HENDERSONVILLE, NORTH CAROLINA 28793
Subject: Application No. WQ0014634
Gann Village
Sewers-Public
Henderson County
Dear MR. ALLMAN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 3, 1997. This application has been assigned the number listed above.
Your project has been assigned to Farrell Keough for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office,copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project,prior to final action by the
Division.
If you have any questions,please contact Farrell Keough at(919)733-5083 extension 510. If the
engineer is unavailable,you may leave a message on their voice mail and they will respond promptly. .
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
(/f KunnCln P.E.Supeon-Dischazge Branch Permitting Unit
cc: Asheville Regional Office
Laughter, Austin &Associates,Inc.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

0
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Dischaige Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation,individual, or other): THE CITY OF HENDERSONVILLE
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): .OWNER.
t
3. Mailing Address: P. 0. BOX 1760
City: HENDERSONUILE State: NORTH CAROLINAZip: 28793
Telephone No.: 7( 04 ) 697-3063
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs.,letters of flow acceptance, Operational Agreements, etc.):
GANN VILLAGE
5. Application Date: MAY 1, 1997 6. Fee Submitted: $ 400.00
7. County where project is located: HENDERSON
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): � ) /9(��/(�3Y
2. Specify whether project is: YXK new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number N/A and issue date
4. Specify whether the applicant is public or XX private.
FORM: GSEA 4/91 Page 1 of 6

GRAV""— SEWER EXIhNSIUN
PAGE (91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
- Residential
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater is not domestic in nature,what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
t
5. Volume of wastewater generated by this project: 12,000 gallons per day
6. Explanation of how wastewater volume was determined: 40 Units (2.5 Bedrooms)
X 300 GPD = 12,000 GPD (100 BEDROOMS FOR DUPLEX APAR7kRM)
IV. DESIGN INFORMATION:
1. Brief project description: EKEM F.TGHT TNt'f-t T)TAMFTFR rgAVrTV gFWFR MATH
2. Name of wastewater treatment facility receiving wastewater: OTTY OF PFNDFRS0Nt1TT.TE.
a. Facility pemrit no.: Nl'0095914
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: THE EXISTING DOWNSTREAM '.;M4ERS ARE ADE01JATF
TO RECEIVE UT, ADD TTO AT FLOW GENERATFD BY THTS PROTECT
2of6

PAGE t/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: X
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover(in)
8 310 PVC 150 0.50 6.98 2 36
8 60 DI 140 2.16 6.35 2 36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50010 and greater.
t
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. Fod velocities
greater than 20 fps, erosion control measures must be specified
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 299.98 linear feet.
6. This sewer line segment occurs between manhole no. 4A and manhole no. 5A
7. Does the owner/operator have the ability to clean this length? RXX Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes XXX No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number)those manholes that have drop connections: N/A
3of6

GRAN ' SEWER EXTENSI(1N
PAGE ,_/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/pipe dia. in./mile. 100 GPD/pipe dia. in./mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? $X Yes _No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? m Yes — No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? }QL Yes —No
13. Are manholes subject to flooding? _YesM No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, —Yes —No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes —No
16. Identify (by manhole number) those manholes that are vented: N/A
t
17. Does this project involve any stream crossings?_yes XX no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities.Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d_ If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
C. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer..
4of6

GRA\"' — SEWER EXTENSION
PAGE /91)
Name and Complete Address of Engineering Firm: LAUGHTER, AUSTIN AND ASSOCIATES, P.A.
131 FOURTH AVENUE EAST HEVDERSONVILLE, N. C. 28793
City: HENDER. ONV 1F. State: N.C. Zip: 28793
Telephone No. 704 692-9089
Professional Engineer's Certification:
I, JON H. LAUGHTER attest that this application for
GANN VILLAGE has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina 4ofessional Engineer's Registration No. 4066
Print'Name �lil t in�'r..'%.JON H. LAUGHTER
;--\ e
`
•45: 'Oy7• -5Y '
.S' igr ture,(specifydate):
'a Pig ,i h•�! .�'` .
Applicant's Certification:
I, EZP,A AT_TMN, DIRECTOR attest that this application for GRAVITY SEWEP
MAIN EXTINSION
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature ( / Y/J29 ` Date /o -a 9- 7
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
5of6

GRAVT 'SEWER EXTENSION
PAGE 1 91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS'
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domestic(Cooling Water $400 $250
1,001 - 101,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
<or= 1,000 GPD and
Single Family Dwelling $240 $120
Sludge< or=300 Acres $400 $250
Sludge >300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
6of6

DA==Y 11/04/97
MEMO TO: STATE REVIEW GROUP
DIVISION OF WATER QUALITY
STATE REVIEW GROUP REVIEW ENGINEER: Matt Williams
FROM: WATER QUALITY REGIONAL SUPERVISOR: Forrest R?it
11
ASHEVILLE REGIONAL OFFICE �7
REGIONAL OFFICE CONTACT: Paul R.
SUBJECT: PROCEDURE FOUR (4)
APP. NO: WQ0014592 (Lift station, 6" force main)
PROJECT NAME: Branford Wire
APPLICANT: David Nicholson, County Manager
Henderson County
Mud Creek Water and Sewer District
100 North King Street
Hendersonivlle, NC 28792-5097
Henderson County
1) Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 . 2 MGD
3) NPDES Permit No. : NC0025534 Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months ending 08/31/97:
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers: 1000 gpd
domestic: 100o industrial: other:
6) Flow from previously approved projects not yet tributary to WWTP:
Estimated: 0 .284650 MGD. See table on following page.
Pending projects : 0 . 024480 MGD
Flow for previous 12 mo. : 2 . 795083 MGD
TOTAL: 3 .104213 MGD
7) Regional Recommendations: APPROVAL
An SOC has been executed which allows additional flow while
additional treatment facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.

CITY OF HENDERSONVILLE SOC
SUMMARY OF PERMITTED FLOWS 1;
NOVEMBER 4, 1997 0.600
PROJECT WO # DATE DATE PERMIT ACTUAL MGD NOT NET SOC
APPROVED CERT. MGD MGD TRIB FLOW
Lake Pt Ldg 1153 2-10-89 6-15-94 0.062040 0.017250 0 . 044790
(Cherry Br)
Carriage 2955 2-8-90 0.010800 0.004000 0. 006800
Park S2
Sugarloaf 7491 6-25-93 5-17-94 0 .017205 0.005000 0.012205
Apts.
Bright Oaks 8224 9-3-93 3-16-94 0.009000 0.007500 0.001500
Ctry Mdws
Carriage 8288 9-3-93 3-16=94 0.004320 0 .002250 0 .002070
Park P1S3
Appleland 9046 4-18-94 4-16-95 0.022000 0.019200 0 .002800
Bus. Pk.
Carriage 9479 6-30-94 8-10-95 0.008640 0 .002937 0.005703
Park P2S3
Spring Arbor 9715 8-15-94 no 0.003600 0.003087 0 .000513
Sharon' s 9732 9-13-94 no 0.009600 0.004250 0.005350
Crossing
Maple 9836 9-30-94 4-5-95 0.005600 0 .003207 0 .002393
Village
Carriage 10144 11-17-94 8-10-95 0.015840 0.007750 0.008090
Park S6
Carriage 10040 11-23-94 5-11-95 0.003600 0 .000500 0 .003100
Park S25
Upwd Int. 11044 -07-17-95 NO 0.015000 0 .000000 0.015000
(Waddell)
Twin Pines 11269 08-14-95 8-27-96 0.007320 0.000136 0 .007184
RV Park
1994 ANX ESBFT 08-30-95 12-17-96 0.144665 0.076885
incl.053 95002 0 .067780
Car. Vil 5
WQ11473
Heritage 11837 2-7-96 no 0.066600 0.032393 0 .034207
Hills
BEGIN SOC 12317 9-16-96 8-22-97 0.008640 0.000000 0. 0086401 0.59136
Pk Vu Apts
INGLES MKTS 1 12924 ' 10-11-96 8-29-97 0.006900 0.000000 ? 0.006900 0.58446
CARRIAGE 13032 11-27-96 NO 0.006840 0.000000 0.006840 ; 0 .57762
PARK S14
CARRIAGE 13370 2-26-97 NO 0.014760 0.000000 1 0. 014760 0.56286
PARK S24

i
CITY OF HENDERSONVILLE SOC FLOW
SUMMARY OF PERMITTED FLOWS
NOVEMBER 4, 1997 0.600
MANUAL 13620 4-16-97 NO 0. 004000 0. 000000 9 0. 004000 � 0.55886
WOODWORKERS e 1
STANWOOD MHP 13580 E4�6-4-97 l NO 0 . 005000 0.0000000~.005000 0.55386
BYERS q 13919 4 6-20-97 1 NO 0 . 001625 0.000000 0.001625 0 .552235
PRECISION R
HVILLE SHAKO 14080 8—`12-97 $ 9-12-97 i 0. 00036•60•^ '10.000000 0.0003601 0.5-91875
REND CO. 14323 1 9-3-97 NO 0 . 017040 0.000000 ' 0 .0170401 0.534835
PARDEE
TOTAL SOC FLOW PERMITTED: 0.065165 REMAINING 0.534835
TOTALS ;� ._�.�- __ - _-6...,. �._- - •_---- �----�--- -. `- _. � _._.._.__..-- .-_- ---r--s
j TOTAL FLOW NOT TRIB: ' '0.284650>2.

State of North Carolina
Department of Environment and
Natural Resources
Division of Water Quality - Non Discharge Branch 4
Non-Dishcharge Permitting Unit _
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary [D E H Ri
A. Preston Howard, Jr., P.E., Director
FL�tlp"T�SECTIO,V
October 29, 1997 )r t1991 �fMR. DAVID NICHOLSON -�HENDERSON COUNTY �,,_ ' ''1'FG O JO
100 N. KING STREET
HENDERSONVILLE, NORTH CAROLINA 27892 subject: Application No. W00014592
Branford Wire
Sewers-Public
Henderson County
Dear MR.NICHOLSON:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 28, 1997. This application has been assigned the number listed
above.
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project,the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below,must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Matt Williams at [phone] extension 509. If the
engineer is unavailable,you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
C; ks
Ison, P.E.
Sor,Non-Discharge Branch Permitting Unit
cc: Asheville-Regional-Office
William G Lapsley&Associates, P.A.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

/SJ7 08:51 NO.021 P02
P �
00
\`1
'.�.,r•,� OCsccatpeQet���Gn9
State of North Carolina
Department of Environment, Health,and Natural Resources
Division of Environmental Management
Nan-Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USEASAN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE S9WERS
I. GENERAL INFORMATION:
1. Applicant(corporation,individual, or other): �WTK �lOUEfzN � Y
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): H L k -'LE 5;00 O bU O—y
Md cE� U�R��Cz �E b�"�izcrY
3. Mailing Address: 1,00 q00q,
City: MI-eE!..SONV U.E State: Iv°C Zip.,
Telephone No.: ( -704 ) �R7 - 4-�B0S
4. Project Name (subdivision, facility, or establishment name- should be consistent with
project narne on plans/specs., letters of flow acceptance, Operational=� MRIW
ents,etc.):
"SRRQ7 Wig Sau L> 1� I 5 0�1
5. Application Date; 10—�7—`l-7 4. Fee Submitted: $ 14 m
7. County where project is located:
II, PERMIT INFORMATION:
1 . Permit No. (will be completed by DEM): ���'������9�
2. Specify whether project is: new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 topics of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is public or private.
FORM: GSPS 4/91 Page I of 10

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APPLICANT: PROPOSED CONSTRUCTION:
ENDERSONVILLE 6—INCH DIAMETER SANITARY SEWER FORCE MAIN
CITY OF H
P.O. BOX END LIFT STATION AND GRAVITY SEWER LINE
HENDERSONVILLE, N.C. 28793 LOCATION: U.S. HIGHWAY 64 EAST
HENDERSON COUNTY, NORTH CAROLINA
W11IIM G LAPruar ak Ae:J0c1A•r S P.A. SHEET 1 OF 1
U.S. HWY. 64 EAST
c®mm8 a uaa run®
1635 Asheville Highway SANITARY SEWER LIFT STATION MAP NAME US.G.S HEMDERSONVILLE QUADRANGLE
Poat Office North
g40
ar FORCE MAIN AND GRAVITY
Hendernt Offi. North Carolina DATE: 1965 (PHOTtIREVI5E0 1976)
704-597-7334 • fml 704-697-7333 SEWER LINE
LOCATION MAP SCALE: 1" = 2000'

William G. Lapsley & Associates,T.A.
Consulting Engineers and Land Planners
1635 Asheville Highway
Post Office Box 546
Hendersonville, North Carolina 28793
704-697-7334 FAX [phone]
William G.Lapsley,P.E.
October 29, 1997 John Echeverri,P.E.
G.Thomas Jones III,P.E.
Mr. PaulR. White,P.E.
N.C. Department of Environment,Health, and -,
Natural Resources
Water Quality Section -
59 Woodfin Place ItU�
Asheville;NC 28801
RE: U.S. Highway 64,East
Sanitary Sewer Lift Station, Force Main PSHGvlitaR G1o,:r �rrwE
and Gravity Sewer Line
Henderson County
Dear Mr. White:
William G.-Lapsley& Associates is in the process of preparing the NCDEHNR Non-Discharge Permit
Application for the subject project.
In order to complete our submittal package, we kindly ask you to provide the information necessary to
complete sheet 6 of said application.
I have enclosed an original sheet 6 of 10 for the proposed sewage lift station as well as the required
location map for your review and signature.
Please return the signed forms to our office at your earliest convenience.
isPrinted on Recycled Paper

Mr. Paul K White,P.E.
Page 2
October 29, 1997
If you have any questions,or require additional information,please contact me at your convenience.
Sincerely,
WILLIAM G.LAPSLEY&ASSOCIATES,P.A.
John'Echeverm,P.E:
JE/ec
Enclosure
cc: Ezra Allman
Samuel Neil
Ralph Turner '

DATE: 10/24/97 (}
MEMO TO: STATE REVIEW GROUP
DIVISION OF WATER QUALITY
STATE REVIEW GROUP REVIEW ENGINEER: Matt Willi s
FROM: WATER QUALITY REGIONAL,SUPERVISOR: Forrest estall
ASHEVILLE REGIONAL OFFICE /
REGIONAL OFFICE CONTACT: Paul White �W. /
SUBJECT: PROCEDURE FOUR (4)
APP. NO: WQ0014528 (2058 ft . 8 in. gravity)
PROJECT NAME: Carriage Park Section 23
APPLICANT: Ezra Allman, Director
Hendersonville Water and Sewer Department
P.O. Box 1760
Hendersonivlle, NC 28793
Henderson County
APP. NO: WQ0014529 (L.S. no . 4 & 1708 ' of 2" force main)
PROJECT NAME: Carriage Park Section 23
APPLICANT: Dale A. Hamlin, General Manager
Carriage Park Development Corp.
2827 Haywood Road
Hendersonivlle, NC 28739
Henderson County
1) Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 . 2 MGD
3) NPDES Permit No. : NC0025534 Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months ending 08/31/97 :
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers: 24, 480 gpd
domestic: 100% industrial: other:
6) Flow from previously approved projects not yet tributary to WWTP:
Estimated: 0 . 304015 MGD. See table on following page.
Flow this project : 0 . 024480 MGD
Flow for previous 12 mo. : 2 . 815300 MGD
TOTAL: 3 . 143795 MGD
7) Regional Recommendations: APPROVAL
An SOC has been executed which allows additional flow while
additional treatment facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.
1��

CITY OF HENDERSONVILLE SOC FL
SUMMARY OF PERMITTED FLOWS
OCTOBER 24, 1997 0.600
PROJECT WO # DATE DATE PERMIT ACTUAL MGD NOT NET SOC
APPROVED CERT_ MGD MGD TRIB FLOW
Lake Pt Ldg 1153 2-10-89 6-15-94 0.062040 0.017250 0 . 044790
(Cherry Br)
Carriage 2955 2-8-90 0.010800 0 .004000 0 .006800
Park S2
Sugarloaf 7491 6-25-93 5-17-94 0 .017205 0 .005000 0 .012205
Apts.
Bright Oaks 8224 9-3-93 3-16-94 0 .009000 0 .007500 0 . 001500
Ctry Mdws
Carriage 8288 9-3-93 3-16-94 0 .004320 0 .002250 0 . 002070
Park PiS3
Appleland 9046 4-18-94 4-16-95 0 .022000 0.000000 0 .022000
Bus. Pk.
Carriage 9479 6-30-94 8-10-95 0 .008640 0.002937 0 .005703
Park P2S3
Spring Arbor 9715 8-15-94 no 0 .003600 0.003087 0.000513
Sharon's 9732 9-13-94 no 0.009600 0.004250 0.005350
Crossing
Maple 9836 9-30-94 4-5-95 0.005600 0.003207 0.002393
Village
Carriage 10144 11-17-94 8-10-95 0.015840 0.007750 0.008090
Park S6
Carriage 10040 11-23-94 5-11-95 0.003600 0. 000500 0.003100
Park S25
Upwd Int. 11044 07-17-95 NO 0.015000 0.000000 0.015000
(Waddell)
Twin Pines 11269 08-14-95 8-27-96 0.007320 0.000136 0 .007184
RV Park
1994 ANX ESBFT 08-30-95 12-17-96 0.144665 0.076720
incl.053 95002 0. 067945
Car. Vil 5
WQ11473
Heritage 11837 2-7-96 no 0.066600 0.032393 0 .034207
Hills N12317
BEGIN SOC 9-16-96 8-22-97 0.008640 0.000000 0.008640 0.59136
Pk Vu AptsINGLES MKTS 10-11-96 8-29-97 0.006900 0 .000000 0.006900 0.58446
CARRIAGE 11-27-96 NO 0.006840 0.000000 0 .006840 0.57762
PARK S14
CARRIAGE 2-26-97 I NO 0.014760 0.000000 0 .014760 0 .56286
PARK S24

CITY OF HENDERSONVILLE SOC FLOW
SUMMARY OF PERMITTED FLOWS
Y OCTOBER 24, 1997t 0.600
MANUAL 13620 4-16-97 NO p 0.004000 0.000000 0. 004000 0.55886
WOODWORKERS it
STANWOOD MHP 13580 6-4-97 NO 0.005000 0.000000 0.005000 0.55386
BYERS 13919 6-20-97 NO 0.001625 0.000000 0. 00162-9 0.552235
PRECISION
HVILLE SHANO 14080 1 8-12-97 NO 0.000360 0.000000 0. 000360 0.551875
HEND CO. 14323 9-3-97 NO 0. 017040 0 .000000 0 . 017040 0.534835
PARDEE
TOTALS
TOTAL SOC FLOW PERMITTED: 0. 06516-9 , REMAJ=G 0.534835
�
TOTAL FLOW NOT TRIB: 0 .304015 _.0__

)f North Carolina . P
tment of Environment and
ral Resources `
ion of Water Quality
James B. Hunt, Jr., Governor r�A�
Wayne McDevitt, Secretary p E H N
A. Preston Howard, Jr., P.E., Director
October 14, 1997
MR. DALE A. HAMLIN
CARRIAGE PARK DEVELOPMENT CORPORATION
2827 HAYWOOD ROAD
HENDERSONVILLE, NORTH CAROLINA 28793 Subject: Application No. W00014529
Carriage Park, Section 23
Sewers-Private
Henderson County
Dear MR. HAMLIN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 8, 1997. This application has been assigned the number listed above.
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Matt Williams at [phone] exte sion 509. If the
engineer is unavailable, you may leave a message on their voice mail and they ® spp>� //jIliomptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER W M = Rd
INQUIRIES ON THIS PROJECT. oCr 2 / 1997
ASyATt UA1!Sincerely, fV1c1 RfG/OTysN ft
�OKira Col on, P.E.
Supervisor, State Engineering Review Group
-
cc: Asheville-.Regiori—aly-Q. ice
tain Moun Engineering Company
Pollution Prevention Pays ,
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health,and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MA Y BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1. Applicant(corporation, individual, or other):
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): z �• /� U/l/_
r.eVEPEAA/ /*WA, R
3. Mailing Address: 72�327 �*Ybo t M M019
City:hU DEZ50NIN l G date: A zip- ZaZ 9
Telephone No.: (7Qe)697-72t�!
4. Project Name (subdivision, facility, or establishment.name - should be consistent with
project name on plans/specs.,letters of flow acceptance, Operational Agreements,etc.):
��tl?�Ar� p�--.SECT�rJ/tl 23
5. Application Date: �97 6. Fee Submitted: $409j [
7. County where project is located: n �� —
II. PERMIT INFORMATION: q
1 . Permit No. (will be completed by DEM):
2. Specify whether project is: M _new; renewal'; modification.
•If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number . WA__and issue date
4. Specify whether the applicant is public or�_private. .
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXI iION & PUMP S-
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater:ILL% Domestic; % Commercial;
% Industrial; % Other waste(specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital,commercial, industrial, apartments, etc.:
r2C-6)D aWAL
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels:
4. If wastewater is not domestic in nature,what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
per Mp. $O.W rcrc,C-e F po„>,Jh01lle
Y-tie f/ow ;s to be d hr prmokuhe
5. Volume of wastewater generated by this project: Z r�� gallons p daa�Pecet u �,
p« y reee Awig5,+.
see ���4s,9
6. Explanation of how wastewater volume was determined: 6a UN17-3 hL°
IV. DESIGN INFORMATION:
1. Brief project description:
U08 LF rrf 2-I/I� �5�182 FrP7T M /ylf IN
2. Name of wastewater treatment facility receiving wastewater. e4� 40E
H6AI�zsOAtV14Z E
a. Facility permit no.: /UC �02JJ17T
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: 6XI.SIZA1 T DOW LSTI?6W�6RS
ALL 62Et,7LIi-a 7V COLIC- T#C-: F/_-DWS
)E9Q1W 7?I/S r-70a)E -L
2 of 10

GRAVITY SEWER EXTEI )N&PUMP STATION
PAGE 3 (4/91)
Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below:
pia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope% Velocity (fps) Vel.(fps) Cover(in)
/� I� 219-
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps,erosion control measures must be.specified
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the'sewer pipe and manholes? '
RNC M5 IWE LJZF�- _ PE /s
20& or c-& • ynWgTY PgzrgGTldtit! 1.5
REQUIRED FOR PRY- 12
5. Maximum sewer teach length between manholes: _linear feet.
6. This sewer line segment occurs between manhole no. / and manhole no: -P
7. Does the owner/operator have the ability to clean this length?.XX Yes No.
8. Sewer subject to existing or planned traffic bearing loads? �Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
D I PIPE 6PEQ260 GJlf6'zE Gaf/En FXCE><D5
15 F6&T
9. Outside drop manholes are provided where invert separations exceed: 2�,5 feet.
10. Identify (by manhole number)those manholes that have drop connections: t M7
3 of 10

GRAVITY SEWER EXTI ION &PUMP S
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: 11X GPD/pipe dia. in./rr
Note: Must not exceed-269GPD/pipe dia. in./mile.
/QO
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? XYes _No
b) 12 in.vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? Yes _No
c)„, 10 FL horizontal separation from water mains.or. 18.in.vertical ..
separation (water over sewer)or ferrous pipe specified? Yes _to
13. Are-manholes subject to flooding? _Yes ,XNo
14. If yes,art;manhole rim elevations 1 foot above 100-year flood level, f��Yes _No
(100 year flood elevation should be indicated on plans)
1`5. Oi are'uiantioles watertight and vented•1 foot above the 100=year
flood elevation (should be shown on plans): Q-Yes —No
16. Identify(by manhole number) those manholes that are vented: �1A
17. Does this project involve any strean?•,grossirigs?_yes,.,K no. If yes, what precautiops
or special features have been .utilized.to,er),sure.protection of the,sewer line and not
restrict stream flow? Identify the sheet of the plans'and station number where stream
crossings are.located:
4 of 10

State of North Carolina
Department of Environment and
Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary E H N F1
A. Preston Howard, Jr., P.E., Director
October 14, 1997
MR. EZRA W. ALLMAN
CITY OF HENDERSONVILLE
PO BOX 1760
HENDERSONVILLE, NORTH CAROLINA 28793 Subject: Application No. W00014528
Carriage Park, Section 23
Sewers-Public
Henderson County
Dear MR. ALLMAN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 8, 1997. This application has been assigned the number listed above.
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below,must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Matt Williams at [phone] extension 509.If the
engineer is unavailable,you may leave a message on their voice mail and they will.respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
� /'Kim H�n, P.E.
N Supervisor, State Engineering d -r u
cc: ��Asheville RegionaliOffice, oc' '9
Mountain Engineering Company
Pollution
ion Pays
P.O. Box 29535, Raleigh, North Carolinat 27626 0535 Telephone [phone] -
YAn Equal opportunity Affirmative Action Employer '����

•�� INATEP RECAL I BEDON
State of North Carolina ()Cr - e 1997
Department of Environment, Health, and Natural Resources
DiNon-Discharge Permit pplicationent Non-Discharge pennlging
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other):/J" 7Y VILIL-
2. Print Owners or Signing Official's Name and Title
(the person who is legally
[Z EVr responsible for the facility and its compliance): M. At/:�
DIRE+CTW, �J� OWW 6Ra65? Z?6PAKM5Wr
3. . Mailing Address: P. O. 13Vx ^^''
City� ��.�A LLSmte: /V C- Zip: 2,S/93
Telephone No.: (704 1607;3%�5
4. Project Name (subdivision, facility, or establishment name- should be consistent with
project name on ppIans//ssppecs.,letters of flow acceptance,
Operational Agreements,etc.):
5. Application Date: 6. Fee Submitted: $4W_iQ9
7. County where project is located: //BAIDEI�_WAI
II. PERMIT INFORMATION: C�
1. Permit No. (will be completed by DEM):
2. Specify whether project is: XX new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of as renewal or modification to an
existing permit, list the existing permit number & /1 and issue date
4. Specify whether the applicant is /X� public or private.
FORM: GSEA 4/91 Page 1 of 6

GRA`--t
PAGE 4/91)
III. INFORMATION ON WASTEWATER:
l.• Nature of Wastewater. 10% Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please,provide a one or two word description specifying the origin of the wastewater,
t' such as school, subdivision, hospital,commercial, industrial, apartments, etc.:
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: NIA
4. If wastewater is not domestic in nature,what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
per Mr Some Fore,C.op Had"nd.
4Ae Pudli c Setuev u1111 rrmiu a 41.
�1ow,from prtu et.e.ltne WNick
5. Volume of wastewater generated by this project: 2 gallons per day ,,;11 remain
05p d. sec
6. Explanation of how wastewater volume was determined: 63 aN/TS tilQoowszq
1,C1C
IV. DESIGN INFORMATION:
1. Brief project description: ND
��yrryscWoe
2. Name of wastewater treatment facility receiving wastewaters'/TY or A/Swpa— F—
a. Facility permit no.: /VC 00253
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: 6<1,371/V& DONN��Iy� dCL�s
!?E AnC-fi4L1f2Z 77 gCgf -�yG 78!�-F FLONS
r'�c3nr� ��s r�EGi
2of6

GRAY-, SEWER EXTENSION
PAGE /91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: Al
Dia. Length Pipe C or N Min. Max. Minimum Max. • Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope %a —Velocity (fps) Vel.(fps) Cover (in)
at
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
t
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For,velocities
greater than 20 fps,erosion control measures must be speed.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect thd'sewet'pipe'and'manholes?
ANCHORS ffAVE BSI SICMRED /S 4wo
or 6RF,4ZZW; UELDC17Y PrPD ECIVAI IS REQa/APED
FOR My # 12
5. Maximum sewer reach length between manholes: 08 linear feet "
6. This sewer line segment occurs Between manhole no. —and manhole no. 2
7. Does the owner/operator have the ability to clean this length?KL Yes No.
8. Sewer subject to existing or planned traffic bearing loads?2�Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
D.Z PIPE SFMFIED WN6-RE CW5? a<C60)S
15 FEET
9. Outside drop manholes are provided where inven separations exceed: 2,S feet.
10. Identify (by manhole number) those manholes that have drop connections: 16
3of6

G RA -Y
PAGL 4 (4/91)
11 . Maximum allowable infiltration/exfiltmtion test rate:
Note: Must not exceed 200 GPD/pipe dia. in./mile. It� GPD/ pipe dia. in./
12. Minimum sepamdon distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? X Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe y
sanitary sewer specified? P Yes _ No
c) 10 fr. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? X Yes _ No
13. Are manholes subject to flooding? _Yes X No
14. If yes, are manhole rim elevadons 1 foot above 100-year flood level, N/A Yes — No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year A' //��
flood elevadon ( should be shown on plans): /VIAYes — No
16. Identify (by manhole number) those manholes that are vented:
I'
17. Does this project involve any stream crossings?_yes X,no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Iremr
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorides. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The lever should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
C. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4of6

GRA' ( SEWER EXTENSION
PAGE 4/91)
Name and Complete Address of Engineering Firm: ROUN I/U
L;19 .SOX to 6 qQ 7nC-IlN'D 1?0,-W
City: FZAT 9,QCX� State: /V r— Zip: 2a7.31
Telephone No. 697-157 3 IWX : �17-
Professional Engineer's Certification:
I, cJVAW 4 ` J&7T-9 , attest that this application for
56C770Al ;?3 has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
Notch Carolina Professional Engineer's Registration No. ?�1f3L7
Print Name of Engineer
1 , Nm 'hq
Seal and Signature (specify date ��jH•CARO/�•
E
c.• 8 '/ �7
Applicant's Certification: �I,�/ ,,�yegKEREdE�.`Q"r
I, l� 1�1
� ll�. N 7v , atf6'suthaodfls application for
P12?f 173
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATIONAND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
5of6

GRAV
PAGE /91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS'
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
I0,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - lOt,000 GPI)
Industrial $400 $200
Domestic(Cooling Water' $400 $200
< or= 1,000 GPD and
SingleFamily.Dwelling $240 $120
Sludge<or=300 Acres $400 $250
Sludge> 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
6of6

�KO
OVRCERS l I OMMI SIONERS
Red H.Niehoff,'i i
Mayor Diane Caldwell
Barbara Volk Mayor Pro-Tern CITY OF HENDERSONVILLE J. CritHarley
Chris A. Carter "Tbe City of Four Seasons" T.Lee Osborne
City Manager
Tammie K.Drake Barbara Volk
City Clerk
.aT%J r
str 2 2 1997
POINT WUHCE BRANCH
12 September, 1997 V, A i ER�IfF71TPf
tDin^tsK T ORS OFFICE
Mr.A. Preston Howard,Jr., PE, Director R E U U VE RYBECTiON
D State of North Carolina VAT2'FC
Department of Environment, [S�� n 2 1497
Health and Natural Resources
Division of Water Quality
PO Box 29535 NOn-Dierban o 9 ,.;n�
Raleigh, NC 27626-0535
Subject: Construction Certification, Shano Drive Sewer System Improvements-Permit No.
WQ0014080
Dear Mr. Howard;
The permitted facility has been installed in accordance with Permit No.WQ0014080 and
the approved plans and specifications.
If you have any questions, please contact me at 704-697-3060.
Sincg�}j��n�r�,,
°ooR1,a CARQEA
P
y= 205 Q 1
,�
4SyE1TEll 1)Ut!/)l �I
James L. Patrick, P.E.
City Engineer
cc: Chris Carter The Division of Water Quality hereby
Ezra Allman acknowledges receipt and acceptance of this Engineers
�ACertification
145 Fifth Ave.East Hendersonville,NC 28792
Phone[phone] P. 0.Box 1670 Facsimile(704)697-3014
i

7ROBERTSON / LOIA / ROOF
�. • A PROFESSIONAL CORPORATION
ARCHITECTS AND ENGINEERS
August 29, 1997
A. Preston H ard, Jr., P.E. GI^ �cp G3 tiE rr '
State of h Carolina Department of 'Jo0
Enviro ment, Health and Natural Resources "" ,�
Division of Water Quality S�cT p�;�Ej/}, DDIRECTOR'OOFF CETM P.O. Box 29535
Raleigh, North Carolina 27626-0535 1�� �
Re: Sewer System Extension - Ingles Store #179 - Hendersonville, D
RLR#94-306 JEP U J 1997
Mr. Howard: POINT SOURCE BRANCH
The construction of improvements associated with the sewer service extension to
Ingles Store#179 in Hendersonville, NC have been completed and are substantially in
accordance with the plans and specifications submitted to you. The project was
approved by DEHNR on October 11, 1996 and is identified by you-office as Permit
#WQ0012924.
If you have any questions, please feel free to contact me. O
1J aP
SincerelyRecz
10) O Q,,,R��•CARO`,,,,e .
,?..,.
p 51997
n0N w ° aAL
97
Taylo Robertson NQ4 Bl 61141"16 a"
cc: Sam Fore, Engineering Services Supervisor, City of Hendersonville
The Division of water Quality hereby
ges receipt and acceptance of this Engineers
Certifi aeon
LTR/lap/94306-1
. I
5780 PEACHTREE DUNWOODY ROAD/SUITE 195/ATLANTA, GEORGIA 30342/[phone]

PF
tate of North Carolina
Department of Environment, •
Health and Natural Resources •
Division of Water Quality Ad
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 3, 1997 F,
MRTHOMAS GANN ��� �
PO BOX 2826
HENDERSONVILLE,NORTH CAROLINA 28793 Subject: Return of Incomplete Application
Gann Village
Sewers-Private
Henderson County
Dear MR GANN:
In accordance with Division policy, the enclosed application package, which was received on
September 30, 1997, is being returned as incomplete.
**PLEASE NOTE: ONLY THE ITEMS CHECKED 011 BELOW MUST BE
CORRECTED PRIOR TO RESUBMITTAL OF THIS PROTECT**.
-TWO sets of plans/specifications signed and sealed by an N.C. Professional Engineer if
submitted for sewers. FIVE sets required for spray, sludge, recycle and groundwater.
. -Two copies of all required supporting material.
. -Appropriately completed and signed application form plus one copy.
-Letter from current permit holder or other legal document acknowledging name change.
a Name Change application form(see attached).
-A recent letter of flow acceptance (SPECIFYING FLOW) or copy of Agreement from
owner of receiving treatment facility.This letter must be included in package when
re-submitted.
02 Operational Agreement for sewers owned by individual residents, a homeowners
association, or a developer.
-Permit application processing fee of$..00. Fee must be included with package for
completeness.
-OTHER ITEMS:
(OFLOW ACCEPTANCE LETTER: A Flow Acceptance Letter from the owner of
treatment plant is required with submittal specifing the number of gallons they will accept.
3- INFORMATION ON WASTEWATER: Please calculate using 2 or 3 bedrooms-not
2.5 bedrooms. The type of development(units) must be specified (i.e. townhomes,
condominiums, apts, subdivision, etc.)
After all required submittal information has been obtained,the completed application package may be
resubmitted in accordance with the submittal instructions included on the application form. Be sure to
submit all originally submitted information (and copies) along with the required additional information.
If you have any questions, please contact Michael Allen at(919)733-5083, ext. 547.
Lang -terlle-Regional Sincerely,
�' Laughter Aus n`&Associates, P.A.
SERG Return File
omCo PE, Supervisor
State Engineering Review Group
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

IF NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION / RAPID ASSESSMENT GROUP
September 17, 1997
MEMORANDUM
To: Asheville Regional Office
From: Farrell Keough, Environmental Mode
Subject: Gravity Sewer Permit Rescission Protoco
Attached is a copy of the 1988 gravity sewer permit for JDN Enterprises and a letter
requesting this permit be rescinded as the sewer extension will be abandoned. Although theses
requests are rare, they do take place on occasion. I would like to create a standardized form for
handling these requests. Since this particular permit is in your Region, I would request your
comment on this issue. I assume these rescissions `generally' have similar issues related to them,
hence a form with room for specific issues of concern should suffice. Please give me comments
on this particular request and any general issues which should be included when filing an e
application for gravity sewer permit rescission.
Thank you.
a d!�
optp 0
gSygTFR p 97
EV\(FgAC/n,
FCI CN(Q,
��F

CP 0,5 1997 u
SAC 0��Ll1y
August 25, 1997
Mr. Steve Teddor, Chief
North Carolina Department of Environment, Health and Natural Resources
512 North Salisbury Street
Raleigh,North Carolina 27611
Re: East Ridge Crossing Shopping Center
Gravity Sewer Easement
Dear Mr. Teddor:
I am writing in regard to the new gravity sewer system, which we have tied into, for the above
referenced shopping center. As a result of this change in sewer systems, we would like to
relinquish ownership of the existing sanitary sewer system (which has been abandoned) as
permitted under Permit No. 16374. Please consider this letter as formal notification of such.
Please let me know if there is a concern. I may be reached at(704)-376-0524.
rely,
Patrick W. Tillman
Property Manager
PWT/em
cc: Larry A. Lackey, Jr., E.I.T.
McGill Associates, P.A.
JDN REALTY CORPORATION
831 EAST MOREHEAD STREET
SUITE6
QTARI.O7E,NORM CAROUNA 28202
(704)376 24
FAX[phone]

a
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor June 17, 1988 R. Paul Wilms
S. 'Thomas Rhodes, Secretary Director ,
Mr. Kirk Rankin, Vice-President
JDN Enterprises
1530 Tower Place
3340 Peachtree Road, N. E.
Atlanta, GA 30026
SUBJECT: Permit No. 16374
JDN Enterprises
Wal-Mart Shopping Center
Sewer Collection
Henderson County
Dear. Mr. Rankin:
In accordance with your application received April 26, 1988, we are
forwarding herewith Permit No. 16374, dated June 17, 1988, to JDN Enterprises for
the construction and operation of the subject: wastewater collection system
extensions.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, 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, Post Office
Drawer 11666, Raleigh, North Carolina 27604. Unless such demands are made this
permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you. If
you need additional. information concerning this matter, please contact Mrs. Rosanne
Barons, telephone No. 919/733-5083.
Sincere y,
Paul Wilms zJ
cc: Henderson County Health Department
Asheville Regional Supervisor
Sain-South Engineering
Pollution Prrtrntion Pars
P.O. Box 27687, Mcigh, Norsh Carolina 27611.7687 Telephone 919-733J015
An Equal Opporrunity Affirmative Acrion Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the discharge of Sewage, Industrial Wastes, or Other Wastes
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
JON Enterprises
Henderson County
FOR THE
construction and operation of approximately 310 linear feet of 4-inch gravity sewer,
175 linear feet of 6-inch gravity sewer, 1000 linear feet of 8-inch gravity sewer, a
150 GPM pump station with dual submersible pumps, high water alarms, stand-by power
(portable generator) and approximately 460 linear feet of 4-inch force main to serve
Wal-Mart Shopping Center and the discharge of collected domestic wastewater into the
City of Hendersonville's existing sewerage system, pursuant to the application
received April 26, 1988, and in conformity with the project plan, specifications,
and other supporting data subsequently filed and approved by the Department of
Natural Resources and Community Development and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City
of Hendersonville Wastewater Treatment Plant prior to being discharged into the
receiving stream.
5. This permit is not transferable.
6. Construction of the sewers shall be so 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 this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance with the
approved plans and specifications. Mail the certification to the Permits and
Engineering Unit, P.O. Box 27687, Raleigh, N.C. 27611-7687.
8. A copy of the approved plans and specifications shall be maintained on file by
the permittee for five years from the date of issuance.
7. This permit shall become voidable unless the agreement between the City of
Hendersonville and JDN Enterprises for the collection and final treatment of
domestic wastewater is in full force and effect.
8. The Permittee shall provide for the pump station, and force main the following
items:
a. Pump-on/pump-off elevations located so that 2-8 pumping cycles may be achieved
per hour in the pump station.
b. An air relief valve located at all high points along the force main.
c. A screened vent for the wet well.
d. Fillets located in the wet well at the intersection of the flooring and
sidewalls.
e. Three (3) feet of cover (minimum) over the force main or the use of ferrous
material where three (3) feet cannot be maintained.
f. Sufficient devices which will. protect the pump station from vandals.
g. Flood protection if the pump station is located below the .100-year flood
elevation.
Permit issued this the 17th day of June, 1988.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. 16374

1
Engineer's Certification
I as a duly registered Professionat- Engineer in the
State of North Carolina, hereby certify that construction of these permitted
facilities has been completed in accordance with the approved plans and
specifications.
Signature Registration Number Date
Permit No. 16374
4

t No. WQ0012317
ptember 16, 1996 `
ENGINEER'S CERTIFICATION
1 Richard T. Evans 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, Parkview Apartments Hendersonville for the'
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this pe t,th ppr and specifications, and other supporting materials.
SiguaiureG- / Registration No. 5529
Date August 22, 1997
��.••��N CARO��.,�
SEAL) �,
Q �i'
zQ E? SEP 15 1997 M-- -
�'': RD T.E
LO
The Division of Water Quality hereby
acknowledges receipt and acceptance of this Engineers
�nCertification
3

sY
7.o11 „g xm�t
-............................................................ ......._.........-.......... ..........................................................

DBI-P & E Fax:[phone] Aug 29 '07 8:26 P.01/02
Procedure 4 Request Form
TO FROM: Max Haner
Asheville Regional Office,Water Quality Section
TO FROM: Thelma Williams Date• ~+ I
State Engineering Review Group Na*
Telephone[phone] extension 524 ' FAX[phone]
Application Number: H-303 County: ff2/IrY tAQIJL�
Applicant:
Project Name:
Receiving Facility: Permit Number /�� Lt9a tCL
Flow Volume: GPD Flow Type: Domestic_Commercial—Industrial
Approval: Denial: ;Aeeg: 6 7Qc7x s4
Comments:
Regional Signature:
Application Number: County:_ �-
Applicant:
Project Name:
Receiving Facility: Permit Number.
Flow Volume: GPD Flow Type:_Domestic Commercial Industrial
Approval: Decrial: ��iOPPtL
Comments:
Regional Signature:
Application Number. County:
Applicant:
Project Name:
Receiving Facility: 'Permit Number.
Flow Volume: GPD Flow Type: Domestic_Commercial_Industrial
Approval: Denial: {llp1R
Comments:
Regional Signature:
A 29Ig9T PJ
{'�ArFq u�urr
A�•" IrI11,F/IF('11OQ(14At ION
OFF,i�t�_

DFJ•I-P & E FaX:[phone]!/ Alin °' "t7 16:28 P.01/01
Post-it" Note
7671 l page
ro
TO F co.apt. nn
h a
TO F Phone a ,
F a
IFax a _...0(919)733-0719
Application Number: j County:
Applicant:
Project Name:
Receiving Facility: Permit Number. L WaSe31.
Flow Volume: b GPD Flow Type:,Domestic_Commercial_Industrial
Approval: Denial fee'. -7 hhxc a_-VPAP-a-
Comments:
Regional Signature Cl[G A
Application Number: County: _
Applicant:
Project Name*
Receiving Facility: Permit Number.
now Volume: GPD Flow Type:_Domestic ,_ Commercial Industrial
Approval: Denial: InEe i
Comments:
Regional Signature:
Application Number: County:
Applicant:
Project Name:
Receiving Facility. Permit Number.
Flow Volume: GPD Flow Type:_Domestic,_Commercial_Industrial
Approval: Denial: IgP�R
Comments:
Regional Signature:
UWV " �

JYLE ` V4L1a,9E of �3 at c,qoel2
c�ortiz C�a'LOLGna
�Y
-ncozPozatEdf in 1995
1, 1997
Land-of-Sky Regional Council D
25 Heritage Drive Asheville, NC 28806 �!q/ 6
Attention: Jim Stokoe, Assistant Director SFp
Re: Cityof Hendersonville Sewer for Flat R qsH�/I�%4 /99, o lF�'FGIO SFCI
Dear Jim: Nql ppN
Please refer to my previous letter to you of April 15, 1996. I belie C t t
it would be appropriate if I would give you a current status on each of the a eas
or locations that are in desperate need of sewers. Please review the user letters
that are attached as they also contain important information on current
contamination, existing and future health threats, existing health department
restrictions and finally several expansions placed on hold by the Henderson
County Health Dept. awaiting sewer availability. It is important to note that the
areas that have the lowest income levels and that currently provide the most
affordable housing are in the oldest areas of Flat Rock and have the most severe
problems and actual need for the sewer.
BONCLARKEN This Presbyterian Church Conference Center and Assembly Grounds has
its own 70,000 gpd package plant that has failed to meet State requirements on
several recent occasions. There are also 150 private, low cost homes plus the,
Church conference facilities to sleep and the staff to feed and attend to
hundreds of those that attend Church meetings, Elder Hostels, Blue Ridge
C.C. functions etc. Their expansion plans for 200 to 300 more conference beds
have been on hold for three years because of the need for a sewer. This is
undoubtedly one of the largest of such facilities in Western N.C. Thus the sewer
issue holds numerous current jobs in jeopardy and any employment expansion is
totally blocked. Paul White of N.C. Env. Health & Nat. Resources is very pleased
to see that all four package sewage treatment plants plus the large "temporary"
septic tank/filter installation in Kenmure would be eliminated by the sewer.
CARL SANDBURG NATIONAL PARK This is the largest single piece of property in Flat
Rock. It is a major tourist attraction and is critical to tourism in Flat Rock,
Western North Carolina and to the economic growth of our entire area. The letter
of March 5, 1996 from Ms. Connie Baciclund the Park Superintendent expresses their
concerns in preserving the park's natural and cultural resources. She also states
that septic tank problems already exist and "A need for sewer exists". We must
protect this great tourism asset.
The Village of Flat Rock,Singleton Centre,PO Box 1173 Flat Rock NC 28731 -Tel.[phone]-Fax [phone]

2
IAGE HOUSE CONDOS This is an attractive group of (16) small condos that
ovide affordable housing to both married and single retirees. It is known that
erious septic tank leaching field problems are developing and because of the age
of the fields the Health Dept. has indicated new fields, soil and tankage will be
required causing economic hardship of several thousands of dollars per condo unit
FLAT ROCK MANOR CONDOS It is reported that this was one of the first condos in
North Carolina. The 24 units are over 30 years old and the fields have failed and
overflowed onto Boyd Drive. Flow restricters are being used and flush volumes
have been cut by placing bricks in the flush tanks. Leaks are monitored and
clothes washing is on full load basis. The Henderson County Health Dept. has
advised that the only solution is to get access to a sewer. This Condo faces
Carriage House on Boyd Drive and are similar in all respects including size,
price, type of owners, problems, etc.
COUNTRY MANOR (APARTMENTS) This is an apartment grouping that is the only such
rental in Flat Rock. The units are small and clustered on a very small piece of
property. The low rental rates do provide units that are affordable right in the
center of the Village. The complex is approximately 25 years old and the septic
tank fields are minimal at best. The Land Lord wants and needs a sewer for his
rentals. The location of this facility is above a pond that feeds into Memminger
Creek via the lake in The Carl Sandburg National Park. Thus any current leakage
is already a contaminant in very critical areas.
DEAN'S DELI This is a popular Deli, Gas Station and Beauty Shop. Their septic
tank has failed repeatedly. The toilet is only usable part of the time. They want
to expand the Deli out onto a deck but again the Health Dept. has restricted the
number of seats allowed in their Deli until they get a sewer connection.
DR. GARRISON This Dentist owns a small row of stores that includes the units
adjacent to the Post Office. The Health Dept. controls this group very
carefully. Any tenant that needs water for anything other than for the use of its
toilet for the renters staffs use seems to be prohibited. The dentist has some
recycling of his own and a beauty shop seems to be "Grand Fathered" on water
usage. The others businesses are an antique shop and computer store. A small
restaurant was recently rejected as a tenant by our Health Dept.
U.S.. POST OFFICE This area has one of the worst septic tank problems in Flat
Rock. The Post Office wants to get on the sewer as does the owner of the
building, who is Attorney W.B.W.Howe of Hendersonville. Not only does raw sewage
appear on the surface near the parking area when it rains, but it floods Dr. Paul
E. Hill's property located across the road behind the Post Office. The March 1,
1996 letter from Dr. Hill tells the story of the contamination from a medical
Doctor's viewpoint! It is very bad indeed.
FLAT ROCK INN The Inn is a restricted bed and breakfast because of limitations
placed on their septic tank system by our Health Dept. They spent thousands of
dollars on a new septic system in 1994 to be able to open for business but they
want and need the sewer to fully utilize their facility and to receive a proper
return on their investment. Their building is on the National Register of
Historic Places and the young owners have future desires and plans to further
utilize this Flat Rock Gem. The sewer is their only salvation.

r
3
SAT ROCK PLAYHOUSE The package sewage treatment plant at the Playhouse is rated
at 6.94 gallons per minute. One of our normal home flush tanks discharges that
much in 10 seconds when we flush. Can you imagine how many gallons enter and
inundate the Playhouse package plant from the combination of the public men's,
women's and all the other Playhouse private toilets immediately before the play,
during intermission and after each play with some 500 patrons involved? Enough
said, package plants are not designed for and cannot handle such peaks and the
result is that the waste overflows the plant and contaminates the receiving
stream each time such a overload is applied. That occurs several times each day
during the summer season. They want the sewer and they want to eliminate the
plant and "odor buffer zone" so they can expand to utilize the current sewage
plant area.
HIGHLAND LAKES INN The February 28, 1996 letter from Kerry Lindsey, President of
this Country Retreat, indicates how the progress and major expansion plans of
this dynamic organization have been stymied by the lack of a sanitary sewer. We
are aware that they have made concrete plans to build a 250 unit housing
development on their property which would make them the largest sewer user for
this project. The Inn now has two old and failing package treatment plants for
20,000 gpd each. Without the new sewer the growth is stymied and the current jobs
and ongoing activity are in jeopardy. This facility is currently the second
largest conference center in Flat Rock. Paul White of the N.C. Env. Health office
in Asheville considers these two package plants to be the worst of the four that
now exist in all of Flat Rock.
MAPLE KNOLLS APARTMENTS The Burgin Family are in distress and in their February
27, 1996 letter they ask to be rescued! They have four acres of land with six
septic tanks (five over 30 years old) located above their own well water supply
that feeds water to their home plus 14 rental apartments. They want to expand and
desperately need help. This is obviously a health hazard in the making! They
could be closed down one day if the inevitable happens.
MILL HOUSE LODGE The lodge recently changed ownership. The previous owners had
sewage problems and had made inquiries that would have allowed them to pipe their
waste to a nearby privately owned package plant if conditions became more
desperate. This is a small piece of property with most of the land covered by a
dammed up lake. They have over 40 rental efficiencies in 8 different buildings
feeding 5 old septic systems. This is a popular location for medium to long term
rentals for families who are building new homes in the Flat Rock area. The
owner's business is still doing well, but we caution that the current systems are
on the verge of failure and failure would most likely cause the close down of
part or all of this business. They want to expand but without a sewer the Lodge
or "Old Mill" could easily become economic disaster. See their desperate note of
March 4, 1996.
RAVENSWOOD SUBDIVISION The first major subdivision in Flat Rock was Ravenswood
and it is now about 30 years old. Percolation rates on septic tanks are bad and
continue to deteriorate. Land values tend to decline and life style, with limits
on water usage, also becomes far less attractive. The sewer is desired by the 20
or more families since it would pass along or through Ravenswood.

4
SINGLETON CENTRE This valuable piece of commercial property is truly the Village
Center and it is where our Village Hall is located. It is being developed by the
Singleton Family but they can only use the original school classroom building and
the school cafeteria. The large and attractive gymnasium and the rest of the
commercial property is "off limits" until the sewer is available. In the meantime
it will be an "Arts Complex" and her attractive ideas in developing a true center
including a restaurant, concert shell, shops and boutiques are on hold. In fact
even a deli to accomodate her limited trade and employment needs is being
questioned.
WOODFIELD INN This Ante Bellum Hotel has struggled for its very existence for
many years. The property has just changed hands and the new owners admit the need
for sewers. Septic problems and poor percolation have hampered changes and
expansions. The sewer will eliminate these major problems and allow the owners
and the Flat Rock Historical Society to move ahead jointly to restore this very
historic landmark to its rightfull position of importance to our Village.
KENMURE Kenmure which is the largest subdivision in Flat Rock has been
developing for over ten years. Kenmure still has large areas of usable land for
future growth. Currently there exists 175 condos that were clustered and each
cluster has septic tanks plus sand filters and they are subject to frequent
monitoring by the N.C. Environmental Health Dept. To date sewers have not been
necessary. I have been advised by the consultant and by Paul White of the N.C.
Environmental Health Dept. that the current system used by the 175 condos is
temporary with its life expectancy of 7 to 10 years now terminating. Furthermore,
there is a contract beween Kenmure Utilities and the state of North Carolina
stating that when a sewer is available the temporary treatment must be
discontinued and the 175 condos must use the sewer.
Jim, I hope these revised comments will help you as you investigate this matter
for us. We surely appreciate having such an experienced and capable team at The
Top-of Sky Regional Council.
Sincerely,
0t�gl ' usolf
Vice Mayor
cc Fred Niehoff Mayor of Hendersonville
cc Chris Carter City Manager of Hendersonville
cc Jim Patrick City Engineer of Hendersonville
cc Jon Laughter Consultant
cc Cyrus Highlander Mayor of Flat Rock
cc Flat Rock Council Members
cc Paul White N.C. Environmental Health &
Natural Resources

ANALYSIS OF MEMMINGER AND KING CREEK PROPOSED SEWER LINES
COSTS IN DOLLARS BY PORTIONS OF EACH LINE KING CREEK MEMMINGER
4000' 18" pipe Shepherd to Highland 212000
6600' 10" pipe Highland to Blue Ridge 290400
3000' 8" tributary to King Creek 105000
TOTAL IN $$ 607400
1800' 8" pipe along Highland to US 25S 63000
4200' 8" pipe US 25 South to Little River 147000
3100' 8" pipe toward Kenmure 108500
1700' 8" tributary to Memminger 59500
Add to pipe and to pump around Sandburg 200000
TOTAL IN $$ 578000
LESS CONTRIBUTIONS TO PROJECT
U.S. Dept. of Interior - $294,280 294280
Village of Flat Rock $105,000 (by flow) 68713 36287
Bonclarken Conference Center - $25,000 25000
Highland Lake Inn - $25,000 25000
LESS IMPACT FEE C $1 PER GAL. (AVE. DAY)
King Creek @ 120,690 gal. 120690
Memminger Creek @ 63,735 gal. 63735
TOTAL FUNDING AVAILABLE 239403 394302
BALANCE REQUIRING FINANCING 367997 183698

BO February 26 , 1996
As iwe Rel.m dNe*b/rsrfann rrd)iy Grounds
Mr. Mel Mausolf
The Village of Flat Rock
P.O. Box 1173
Flat Rock . N. C. 28731
Dear Mel :
Thank you for your letter of February 24th and for, all you
are doing to obtain county sewer service for our community.
We at Bonclarken definitely have a need for a Henderson
County sewer to serve our conference center. We. have a package
plant which has served our conference center for about 30 years .
Maximum capacity is 70 , 000 gallons per day, and there are
certainly peak times during the busy parts of our season when the
plant is severely tested to meet demand. Additionally , we have
found it necessary to undertake a major overhaul of the plant in
the last few years just to keep it operational and up to state
and local standards .
We are a growing conference center with 120+ private homes
and more than 250 separate groups coming to our grounds each
year. The number of participants is growing annually, and we
also have plans for major expansion in the near future if our
waste management can be made adequate . We have investigated the
Possibility of enlarging our package plant, but that would come
at considerable expense and would be- secondary to our desire to
have a county sewer line . Expansion of our facilities will
Probably be put on hold pending the outcome of the Village ' s
efforts to obtain county sewer service .
While our Board of Trustees is most interested in county
sewer service , the cost of this service will be a major item of
consideration . We are a "non profit" organization with very
limited funds , so any large increase in the cost of operating our
conference center would obviously be of great concern .
Information regarding the cost of this service will be necessary
to allow us to make this decision .
Rest assured that Bonclarken wants and needs county sewer
service , and I will continue to follow this effort with great
interest.
?RTH
tr
. Brice , Director
en Conference Center .
500 PINE DRIVE • FLAT ROCK, OLINA 28731 . AREA CODE 704/692-2223

I Qg11(- Ind 1 11 t.' Inn
Feb. 28, 1996
Mel Mausolf
The Village of Flat Rock
PO Box 1173
Flat Rock, NC 28731
Dear Mel:
As we've discussed previously, our sewer needs have reached a critical point. Highland Lake
Inn has been growing 30% a year for the last 10 years and our ancient treatment plants are at
their limits. At least once a year, despite professional management, we get notices from the
state regarding problems with those units. We have had to add septic fields to handle flow from
some of the units and with the ever increasing flow, they have become problematic as well. The
Inn and Restaurant will continue to grow for years to come and obviously are a benefit to the
community.
Additional capacity will be required to handle the 250+ unit development project we're
preparing to take to P&Z later this year. We have had this project on hold for a long time
looking for a solution to our sewage treatment needs. When we inquired with NCDEHNR
regarding expansion of our treatment plants, they made it quite clear that we were to pursue
tieing into a municiple system and that expansion permits would be unlikely. This development
project is very important to us since the earnings from that project are needed to fund future
expansion here at the Inn.
I understand from preliminary drawings that the main trunk would come through our property.
We are of course willing to facilitate that construction and work with the sewer department in
any way we can. It would also be helpful to know as soon as possible where the proposed route
would end up so we don't make construction plans that would have to change.
Thanks for your efforts in this matter.
Sincerely,
`—1 1
Kerry Lindsey, pres HLI

February 26, 1996
Mr. Mel Mausolf
The Village of Flat Rock
Post Office Box 1173 Re: Proposed County Sewer
Flat Rock, North Carolina 28731 for Flat Rock
Dear Mr. Mausolf:
As owners of the former Flat Rock School property at the corner of US
25 and Blue Ridge Road in Flat Rock,,we will not be able to utilize the
property for its highest and best use until we have access to sewer.
The property lies in the heart of Flat Rock and the location offers
many possibilities for enhancement of the area. This important site-
will have to be placed on hold until sewer is available for any
additional expansion.
Our desire is not to overbuild but to provide to the Village and the
County something of character and integrity. One-half of the site
is R-20, the other half is zoned commercial. A limited septic field
now serves two of the three exisitng buildings on the commercial
portion. This is the limit of the nine acre parcel at this time.
Sincerely,
Ls N. Single on
Jane P. Singleton

(KENMURE
March '8, 1996
Commissioner Mel Mausolf
The Village of Flat Rock
PO Box 1173
Flat Rock, NC 28731
Dear Commissioner Mausolf:
I am writing to you on behalf of Kenmure,which we are developing, concerning
the proposed sewer line extension by Henderson County.
As you know and as I am sure the county knows, Kenmure over the last ten
years has probably added something approaching one hundred million dollars
to the county's tax base. The sewer systems which have been required for
the condominiums and villas have been quite expensive and have therefore
raised the cost of these houses significantly.
It would certainly move the development of Kenmure along at a faster pace
and make many of its homes more affordable if sewer were available. While
the systems being used are environmentally acceptable, county sewer lines
would certainly be a choice that favors the environment over any of the
other systems.
We will appreciate any assistance that the Village of Flat Rock may render
in pursuing this matter with Henderson County.
Sincerely,
W/il Aiaobbinson <G!L!-�i�
Kenmure
WHR/jc
KENMURE PROPERTIES. LTD. • 10 KENMURE DRIVE • FLAT ROCK. NORTH CAROLINA 28731 • 704i693-8481

I..E VAGABOND SCMODL •1 THE VAGABOND PLAYERS
D....C"'LDRENS CREATIVE T CS ANO PMOUSE DANCE TOURING G BON O
RE
EVAGABONO THE STATE THEATRE OF NORTH C A RO LI N A CARL SANDBURG RRODUCTIOA
'_DRCN S TMEATRE AT NATIONAL SITE
THOMAS WOLFE DRIVE-P.O.BOX 31 O-FLAT ROCK.NC 28731
TELEPHONE [phone]
FAX:[phone]
ROBIN R FAROUHAR- EXECUTIVE DIRECTOR
February 29 , 1996
Mr. Mel Mausolf , Vice Mayor
The Village of Flat Rock
P. 0. Box 1173
Flat Rock, NC 28731
Dear Mr. Mausolf ,
Please accept this letter as confirmation of the fact that the
management of Flat Rock Playhouse is most interested in having sanitary sewer
Service available to The Village of Flat Rock. As a potential sewer user, our
organization enthusiastically supports the efforts you are making on our
behalf .
The proposed project of having county sewer lines extended into The
Village of Flat Rock has great merit. With the tremendous growth that Flat
Rock has experienced for a number of years, it is only a matter of time
before septic systems will no longer be viable options. Package plant
discharge limits are becoming increasingly restricted by state and federal
wastewater regulations . Future discharge limits will be difficult to achieve
without expanding or expensive upgrading of many smaller plants .
It is very probable that our organization will be having to address the
reality of an expensive upgrade of our package plant in the not too distant
future. While we currently have our wastewater discharge under control , we
recognize that future limits will continue to become more stringent , and
achieving them become more expensive.
If it became possible for us to shut down our package plant after being
connected to the County Sewer System, we would be able to utilize the land
that our plant is on for other purposes , such as an attractive multi-use
storage building and additional staff housing.
Again, let me reiterate our strong support toward having sewer lines
extended to The Village of Flat Rock. If you have any questions or want any
additional information, please do not hesitate to contact me .
cordially,
Robin R. Farquhar
Artistic & Executive Director
RRF/pp
ROBROT FAROUHAR(FOUNDER AND MANAGING DIRECTOR 1 952.19801
RATED ONE OF TEN BEST SUMMER THEATRE COMPANIES IN THE UNITED STATES

J N
United States Department of the Interior
NATIONAL PARK SERVICE
Carl Sandbutg Home National Historic Site
1928 little River Road
i"MMY-FFRM. flat Rock,North Carolina 28731-9766
March 5, 1996
Councilman Mel Mausolf
The Village of Flat Rock
PO Box 1173
Flat Rock, NC 28731
Dear Councilman Mausolf:
I appreciated the opportunity to meet with you on March 4 and
discuss the "Sanitary Sewer Service for The Village of Flat Rock"
proposal . As we discussed, the Carl Sandburg Home National
Historic Site has need to connect to sewer. Like others, we have
had problems with our septic tank system which has required repair
work in the past. A need for sewer exists.
My reservations regard the proposed route for the lines. Normally,
alternatives are offered in planning activities which allow for
public input and comment. I would like to review other options in
addition to the proposal of placing the line along the Memminger
Creek and Front Lake areas of the park. Are there other ways to
service Ravenswood and Woodfield Inn today and the Kenmure Condos
in the future phase?
If other options do not exist, the sewer line would require a
right-of-way to run through the site. In order for this to be
granted, an environmental assessment would be needed to determine
the effects, if any, on the park's natural and cultural resources.
The primary mission of the site is preservation of these resources
for the enjoyment of the American public. The environmental
assessment would be needed to determine that there would be no
significant impacts on the park's resources in order to grant a
right-of-way.

2
I appreciate the opportunity to provide comments and look forward
to working together to develop the best plan possible for sewer
service to Flat Rock.
Sincerely,
Connie Hudson Backlund
Superintendent
cc: David F. Thompson, County Manager
James S. Erwin, Jr. , Director
Henderson County Utility Dept.

February 26, 1996
Mr. Mel Mausolf
The Village of Flat Rock
Post Office Box 1173
Flat Rock, North Carolina 28731
Re: Proposed County Sewer
for Flat Rock
Dear Mr. Mausolf:
As owners of a 90 acre tract along US 25 in Flat Rock, we
would like to speak to the proposed County sewer line for this
area.
At the present time we do not have plans to develop this land;
however, we are cognizant of the fact that development of
this acreage could materialize in the future. To that concept,
it should be known that certain portions would require sewer
to be buildable. Being on basically level ground, there are
some locations that will not perk. These areas would demand
sewer for incorporation of building in the R-40 zoning.
Sincerely,
/Thomas N. Singleton
Jane P. Singleton

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- Since 1852 -
North Carolina's Original Country Inn
Box 98 • Flat Rock. North Carolina 28731 [phone]

,Jars rostor
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United States
Postal Service
2/23/96
Dear Mr. Mel Mausolf,
Project Manager for the
Village of Flat Rock
I feel this we are in need of sewer service, at the Flat
Rock Post Office, because our septic tank qnd drain fill system
are in an area , that fills with water during heavy rains.
Sincerely,
�JCLti
F .S. We lease this space from Mr. W.B.Y. Howe
P.O. .Box 586
Hendersonville, N.C.

Country Manor Apartments
Betty & Leland Johnson
Post Office Box 613
Hendersonville, North Carolina 28739
[phone]
Village of Flat Rock, North Carolina
ATTN: Mel Mausolf
Post Office Box 1173
Flat Rock, North Carolina 28731
February 28, 1996
Dear Mr. Mausolf:
We would like to express our desire and need for sewage service at Country
Manor Apartments. Please send information regarding permits and related fees.
We appreciate your prompt attention and cooperation with regards to our
request.
Sincerely,
&� e ?'4'wa�
Betty R. Johnson
i

FCat Nock Manor Association
P. O. Box 626
Flat Rock, North Carolina 28731
February 26, 1996
The village of Flat Rock
Post Office Box 1173
Flat Rock, NC 28731
Attention: Mr. Mel Mausolf
Dear Mr. Mausolf :
On behalf of the residents of Flat Rock Manor, I am submitting this
letter to voice our need to have a sewer service for our
condominium complex. We have twenty-four (24) units , all of which
are occupied.
Our septic tank system is twenty-nine (29) years old, and we are
beginning to have problems with it . The Henderson County Health
Department has advised us to try and get on a sewer system if one
becomes available so that we can prevent more serious problems .
As of this time, an estimate of the charges the county will make
for this service has not been made available to us ; however, we
feel we have a serious need and would appreciate the cost data so
we can make an informed choice .
Sincerely yours,
Mary Anne Morgan, President

Maple Knoll Apartments
P. 0. Box 275
Flat Rock, N. C. 2873L
February 27, 1995
Mr. Mel Mausolf
Vice Mayor & Projects Manager
The Village of Flat Rock
P. 0. Box 1173
Flat Rock, North Caroline 28731
Re : Proposed County Sewer for Flat Rock
Deer Mr. Mausolf :
The expansion of sewer service to the Flat Rock area is
of vital importance to us .
Our complex is located on approxims,P,.ely four acres of
land. It accomodates six septic tanks , five of which are
over thirty (30 ) years old. We are , this week, spending
over $2300.00 just to keep one of them operational. This
scenario could recur anytime because of the age of our
systems .
It is impossible for us to plan an addition to our busi-
ness because our septic system is obsolete , and to update
it wo:;.ld be cost proi:ibitive .
The extension of sewer service to this area by the Hender-
son County Commissioners will not only rescue us , and
several other potential users from septic tank quagmire,
but it will also enhance property values that will surely
justify the expenditure involved.
The energy you are expending in pursuing this matter is
greatly appreciated, and it is hoped your efforts in this
regard will be successful .
Sincerely,
MAPLE KNOLL APARTMENTS
ester urgi/�n
�7� � /J,GLt lycj-iJ
ne Burgin J

PAUL E. HILL, M.D.
DI.toY.T[ ���-KCial l[l0 VTRCN. Yv
♦Y[[IC.. B.A.. O. 692 0716
IYT[11M.L YiO1C1Y[
POB 536 TSLe.NONC eaxxcox
10 Memminger Drive
Flat Rock, N.C. 28731
March 1 , 1996
Mr. Mel Mausolf
Vice Mayor and Projects Manager
The Village of Flat Rock
Flat Rock, N.C. 28731
Dear Mr. Mausolfl
Thank you very much for sending me a copy of your letter refering to
the Proposed County Sewer fcr Flat Rock. We do appreciate your very
aggressive and expeditious approach to this proposal "Sanitary Sewer
Service for the Village of Flat Rock:The Village per se is in dire need
of sewage , particularly the Post Of£ice.As you know their septic tank
and field lie between the parking lot and Memminger Drive . With rainfall
greater than one half inch this forms Lake E. Coli which overlies the
septic tank system and will remain for days sometime . No doubt the entire
system is suspended in water most all of the time . For anyone' else this
would not have been approved by the Public Health Department of Sanitatic
This is my opinion. In reality there is minimum soil percolation here
as well as my front lot. My gripe is its overflow(solute sewage) drains
and traverses the middle of my entice front lot as well as all the
rainwater from the state road Memminger Drive , the Post Office and
the parking lot.This will be addressed at a later date .
The percolation of the soil of my home lot is poor, but I have had
no problems as yet because when I bought my home I had another septic
tank and fields put in-using two separate systems . Although both systems
are functioning adequately now I anticipate the need for sewage later.
My front lot/ like the Post Office, has soil with practically no
percolating capability. The only way I can utilize this front lot
would be to have sewage service , therefore I have the need for a Hendersc
County Sewer to serve Flat Rock. I would like to have the capability
of being able to tie into their system.
Thank you very much.
With kindest regards I am
Re ct
aul E. Hill

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March 4 . 1996
Mr . Mel Mausolf
P .O. Box 1173
Flat Rock . N . C. 28731
Dear Mel .
As always . we look forward to hearing of the
continued progress on the proposed sewer for Flat Rock .
Any plans for our growth and expansion at Dean ' s
Market and Deli . Inc . are pretty much on hold at this time .
This is entirely due to our current septic system . At
present we are at our maximun seat ( 30 ) allowance as per the
Henderson County Health Dept : This number of seats is based
on the capacity of our septic system. There is no room for
expansion of current system on this property .
We understand the county has vet to give estimates
on the charges for sewer service . Our current needs for
sewer service is serious ; we anticipate receipt of cost
data to allow us to make decisions in the near future .
Your help in this matter is greatly appreciated .
Sinc.ere/ly .
/�P�
Richard Dean
Dean ' s Market & Deli . Inc .
P .O . Box 59
Flat Rock . N . C . 28731

421�
L/� d� l
f�C�
2720 Greenville Hwy.
P.O. Box 1099
Flat Rock, NC 28731
[phone]

William T. Garrison D.D.S.
P.O. Box 458
Flat Rock, NC 28731
March 4, 1996
Mr Me! Mausolf
Project Manager
Proposed Sewer for Flat Rock
Dear Mr. Mausolf,
This is to notify you in my interest in obtaining sewer services for my office and rental
spaces. In past years I have had to place several septic systems on my property, due to the
nature of the underground terrain. At present, by being conservative with water use, we have
had about 7 years of success, but I am afraid of a failure every time it rains. During one
period of septic failures, the county Health Dept. told me the only ultimate answer to these
problems was attaching my lines to a sewer system.
I would greatly appreciate your success in this endeavor to obtain sewer service to the needed
areas of Flat Rock
Sincerely. ,/
,/
William T. Garrison D.D.S.

IFc�ITILL DOUSE
LODGE
"The Most Charming Restored Lodge in Western NC-
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P.O. Box 309 • Flat Rock. North Carolina 28731-0309 704/693-6077

' �ti

'� WRINKLED EGG °
�S c
06 March 1996
Mel Mausolf
Vice Mayor of Flat Rock.
P. 0. Box 1173
Flat Rock, NC 28731
Dear Mr. Mausolf,
We appreciate your efforts conbming the current sewer situation in Flat Rock. We are very
interested in the possibility of a sewer line coming through Flat Rock, yet are interested in
knowing more about it.
Assuming the fees for such a project are reasonable, we would be highly supportive of this
system.
Jirgi i and Starr Teel
N . 3Ti 2711) t' `; Hwy 26 • Flai Rock. NC 28731 • 704 / 696-39c)8 • FaN 704 i 6C)7-6760

i t
O TO: STATE REVIEW GROUP 07/16/97 /
DIVISION OF ENVIRONMENTAL MANAGEMENT V" 'STATE REVIEW GROUP REVIEW ENGINEER: Jo Se our V�
FROM: Forrest R. Westall, WQ REGIONAL SUPERV
ASHEVILLE REGIONAL OFFICE
REGIONAL OFFICE CONTACT: Paul R. White
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0014080
PROJECT NAME: Shano Drive
Ezra Allman, Director
Hendersonville Water and Sewer Department .
P.O. Box 1760
Hendersonivlle, NC 28793
Henderson County
1) Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 . 2 MGD
3) NPDES Permit No. : NCO025534 Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 04/1/96:
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
360 gpd
domestic: 100°; industrial: other:
6) Volume from previously approved projects not yet tributary to WWTP:
Estimated: 0 . 311369 MGD. See table on following page.
Volume this project : 0 . 00036 MGD
Flow for 12 mo. 1996 : 2 . 876 MGD
TOTAL: 3 . 187729 MGD
7) Regional Recommendations: APPROVAL
An SOC has been executed which allows additional flow while
additional treatment facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.

CITY OF HENDERSONVILLE SO
SUMMARY OF PERMITTED FLOWS
DULY 16, 1997 0 6
PROJECT WO dk DATE DATE PERMIT ACTUAL MGD NOT xsT soC
APPROVED CERT. MGD MGD TRIB Fi_ow
Lake Pt Ldg 1153 2-10-89 6-15-94 0.062040 0.017250 0.04479
(Cherry Br)
Carriage 2955 2-8-90 0.010800 0. 004000 0 .0068
Park S2
Sugarloaf 7491 6-25-93 5-17-94 0.017205 0.005000 0.01221
Apts.
Bright Oaks 8224 9-3-93 3-16-94 0.009000 0.007500 0. 0015
Ctry Mdws
Carriage 8288 9-3-93 3-16-94 0.004320 0.002250 0.0021
Park P1S3 I
Appleland 9046 4-18-94 4-16-95 0.022000 0.000000 0.022
Bus. Pk.
Carriage 9479 6-30-94 8-10-95 0.008640 0. 002937 0.0057
Park P2S3
Spring Arbor 9715 8-15-94 no 0.003600 0.000933 0.0027
Sharon's 9732 9-13-94 no 0.009600 0.004250 0.0054
Crossing
Maple 9836 9-30-94 4-5-95 0.005600 0. 003207 0.0024
Village
Carriage 10144 11-17-94 8-10-95 0.015840 0. 006250 0.0096
Park S6
Carriage 10040 11-23-94 5-11-95 0.003600 0.000500 0.0031
Park S25
Upwd Int. 11044 07-17-95 NO 0.015000 0.000000 0 .015
(Waddell)
Twin Pines 11269 08-14-95 8-27-96 0.007320 0.000136 0. 0072
RV Park
1994 ANX ESBFT 08-30-95 12-17-96 0.144665 0. 055620
incl.053 95002 0.08905
Car. Vil 5
WQ11473
Heritage 11837 2-7-96 no 0. 066600 0.032393 0.03421
Hills
BEGIN SOC pp1.2317 9-16-96 _ NO 0. 008640 0.000000 0.0086 0.59136
Pk Vu Apts
INGLES MKTS 12924 10-11-96 NO 0.006900 0.000000 0.0069 0.58446
CARRIAGE 13032 11-27-96 �NO 0.006840 0.000000 0. 0068 0.57762
PARK S14
CARRIAGE 1.3370 2-26-97 NO 0.01.4760 0.000000 0 .01476 0.562II6
PARK S24

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
J[JI,Y 16, 1997 SOC FLOW
OOP 7NuAL 13620 4-16-97 NO ° 0.600
ORKERS 0.004000
STANWOOI) _ ._ ; .. 0.004
MHP 13580 Y 0.55886
By
13919 0.005000 D_OOOOOp �NO +- _ F
PRECISION 6-20-97 0.005
NO 0. 001625 0.55386
-...� ._....,,_ - -. _...._. 0. 000000 0. 0016 0.552235
.^---,•
TOTAL SOC +
TOTALS '.. _ FLOW PERMT'TTL•'U: -,,,-_.._..,_ . ...,.„�,,..,.._,:-„�
TOTAL FLOW NOT TRIB: - - REMAINING 0.552235
0.311369 i

JrD
of North Carolina
artment of Environment, IT
&4th and Natural Resources
on of Water Quality
sB. Hunt, Jr., Governor �han B. Howes, Secretary ID E H N F�
A. Preston Howard, Jr., P.E., Director
July 7, 1997
Y OF HENDERSONLVILLE 1Fvo'R ciol�o4icE
PO BOX 1760
HENDERSONVILLE, NORTH CAROLINA 28793
Subject: Application No. WQ0014080
Shanto Drive
Sewers-Public
Henderson County
Dear MR.ALLMAN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 31 1997. This application has been assigned the number listed above.
Your project has been assigned to John Seymour for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below,must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact John Seymour at [phone] extension 546. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely, /A�
y4a
Min H. Olson, P.E.
Supervisor, State Engineering Review Group
cc: aF —Viffe�Re6-io KWfrce
Of City Hendersonvalle
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

uERi11TSCo. 61'GIFJ. UNIT
State of North Ca�gH
Department of Environment, Health;�a 1M&iUftsQ4rces
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): CITY OF HENDERSONVI T.F.
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): FZRA AIUv1AN DIRECTOR
WATER & SEWER DEPART<`,=
3. Mailing Address: P. 0. BOX 1760
City: HENDERSONVILLE State: N. C. Zip: 28793
Telephone No.: ( 704) 697-3065 -
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
SHANO DRIVE
5. Application Date: 6-9-97 6. Fee Submitted: $ 400.00 `
7. County where project is located:- HENDERSON
H. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): 1)000�g0
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is X public or. private.
FORM: GSEA 4/91 Page 1 of 6
4

GRAM'. . aEWER EXT.
PAGE 2 (4/91)
- n
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. 100 % Domestic; % Commercial;
% Industrial; ^% Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital,commercial, industrial, apartments, etc.:
SINGLE FAMILY P,ESIDENCE
3:, Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater is not domestic in nature,what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 360 gallons per day
6. Explanation of how wastewater volume was determined:
120 gal/Bedroom/day x 3 bedrooms
IV. DESIGN INFORMATION:
1. Brief project description: Installation of sewer service to an annexed
Property owner.
2. Name of wastewater treatment facility receiving wastewater: Hendersonville Wastewater
Treatment Plant
a. Facility permit no.: NC 0025534
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: adequate —
2 of'6

p GRA` t SEWER EXTENSION
PAGE 3 k4/91)
um
mary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C,or N below:
.a. Length Pipe C�r N Min_ Max • Minimum Max. Minimum '
(Lin. Ft) Material Factor Slope% Slope%, Velocity(fps) Vel.(fps) Cover(tn)
8 400 PVC 190 a-YLI 7 48 2 10 27
— i
,NOTE: The minimum velocity must not be less thait'2 fps. "
For public sealers the minimum diameter+`is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for•slopes of 21% to 35%;
b. 24 feet separation for slopes of 36%n to 5001o;
c. -16 feet;separation for slopes of 50%.and greater.
For velocities greater than 15 fpst it,is, strongly recommended that measures be,
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that_will occur in any Sewer line segment, what -
measures have been taken to protect the sewer pipe and manholes?
5. Maximum sewer reach length between manholes: 177.5 linear feet.
6. This sewer line segment occurs between,manhole no. 0 and manhole no. ,- • 1
7. Does the owner/operator have the ability to clean this length? X .Yes No.
8. Sewer subject to existing or planned Traffic bearing loads? " Yes, X No.
If yes,what measures are being take to enable the sewers to withstand the loads
r %
9. Outside drop manholes are provided where invert separations exceed: N/A' feet.
10. Identify(by manhole number) those manholes that have drop connections: N/A`'
3of61
I I '
� j

I
GRAVi i r SEWER Eis
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltratioh test rate:
Note: Must not exceed 200 GPD/pipe dia. in./mile. 50 GPD/pi
12. Minimum separation distances as shown on the.plans or addressed in the
a) 100 ft.horizontal separation from wells or other water supplies?
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? —Yes —No
{ c) 10 ft horizontal separation from water mains or 18 in. vertical
1 separation(water over sewer)or ferrous pipe specified? —Yes —No
W Are manholes subject to flooding? _Yes R No
i
14, If yes,.are manhole rim elevations f toot above 100-year flood level, —Yes —No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation (should be shown on plans): _Yes _No
16. ` Identify (by manhole number) those manholes that are vented:
17: Does this project involve any stream crossings?_yes X no. If yes, what precautions
or special features have been utilized•io ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
i
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and'must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing pemrit if a renewal or modification.
C. The appropriate permit processing fee,I in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that*ill be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
z e. An Operational Agreement_(originaland,two copies) must be submitted if the sewer
extension will be serving single family residences; condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4of6
F• '

JFD
of North Carolina
artment of Environment,
th and Natural Resources v
on of Water Quality
James B. Hunt, Jr., Governor �� t
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Arp
August 3, 1997
Mr. David E. Nicholson, county Manager �66/
Henderson County 7
100 North King Street . 9,
Hendersonville, North Carolina 28792
Subject: WQ0014025
Additional Information
Henderson Co. Landfill
Sanitary Sewer Transfer Station
Henderson County
Dear Mr. Nicholson:
The Permits and Engineering Unit has completed a preliminary engineering review of the
subject application. The following items must be addressed before we can complete our review:
1. The submitted application shows the subject pump station will depend on an
emergency portable generator from the County. Please provide confirmation
and indication on the plans that show how there is a means for emergency
hook up at the pump station. Please provide confirmation that the emergency
generator can be brought to.the subject pump station and connected within 2.2
hours (emergency storage fill time at average gpm inflow, from calculation).
2. The submitted plans show gravity sewer connecting many buildings with the
subject pump station. By regulatory definition, Administrative Code Section
15A NCAC 2H .0200, the sewer lines shown on the plans appear to be gravity
sewers that require a permit. (Where two or more building laterals come
together, from that point on is a sewer requiring a permit.) Please provide
confirmation that the gravity lines shown on the submitted plans are already
covered by a permit; or please provide revised application pages and profiles
on the plans so the gravity lines can be included in the permit.
Refer to the subject permit application number when providing the requested information.
Also, please note that failure to provide this additional information on or before September 2,
1997, will subject your application to being returned as incomplete in accordance with 15 NCAC
2H .0208. If you have any questions on this matter, please call me at 919/ 733-5083 extension
546.
Sincerely,
John Sey our
� Enviroi4�mental Engineer I
cc: Vh—cvillee R gio aliOffice
Mr:Gary T`Tw`eed—P:E.
P.O.Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

40 TO: STATE REVIEW GROUP 06/30/97
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE REVIEW GROUP REVIEW ENGINEER: John Seymour
2:T
FROM: Forrest R. Westall, WQ REGIONAL SUPERVISOR
ASHEVILLE REGIONAL OFFICE
REGIONAL OFFICE CONTACT: Paul R. Whit 1 /
SUBJECT: PROCEDURE FOUR (4) fY/L/
APN: WQ0014025
PROJECT NAME: Henderson County Landfill Transfer Station
David E. Nicholson
100 North King Street
Hendersonivlle, NC 28792
Henderson County
1) Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 .2 MGD
3) NPDES Permit No. : NCO025534 Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 04/1/96 :
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers :
4660 gpd
domestic: Landfill offices, animal shelter 78 . 60
industrial: Solid waste transfer station washdown 10 . 70
Methane gas system condensate 10 . 7,
6) Volume from previously approved projects not yet tributary to, WWTP:
Estimated: 0 . 288 MGD. See table on following page.
Volume this project : 0 . 00466 MGD
Flow for April 1997 : 2 . 749 MGD
TOTAL: 3 . 04166 MGD
7) Regional Recommendations: APPROVAL
An SOC has been executed which allows additional flow while
additional treatmeht facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.

CITY OF HENDERSONVILLE
SOC FL
SUMMARY OF PERMITTED FLOWS
JUNE 30, 1997 0 . 600
PROJECT WO # DATE DATE MGD MGD NOT SOc Ft OW
APPROVED CERTIFIED TRIB REMAINING
Lake Pt. Landing 1153 2-10-89 6-15-94 0 . 062040 0 . 04479
(Cherry Branch)
Carriage Park S2 2955 2-8-90 0 . 010800 0 . 00680
Sugarloaf Apts . 7491 6-25-93 5-17-94 0 .017205 . 012205
Bright Oaks Subd 8224 9-3-93 3-16-94 0 . 009000 . 001500
(Country Meadows)
Carriage Park P1S3 826 9-3-93 3-16-94 0 . 004320 0 . 00207
Appleland Bus. Pk. 9046 4-18-94 4-16-95 0.022000 0 . 01879
Carriage Park P2S3 9479 6-30-94 8-10-95 OA 08640 . 005703
Spring Arbor 9715 8-15-94 no 0 . 003600 0 . 002667
Sharon, s Crossing 9732 9-13-94 no 0.009600 0 . 00535
Maple Village 9836 9-30-94 4-5-95 0 . 005600 0 . 002393
Carriage Park S6 10144 11-17-94 8-10-95 0 .015840 0 . 00959
Carriage Park S25 10040 11-23-94 5-11-95 0. 003600 0 . 00310
Upwd Int. (Waddell) 11044 07-17-95 NO 0 .015000 0 . 01500
Twin Pines RV Park 11269 08-14-95 8-27-96 0.007320 0 . 007184
1994 ANX incl . 053 ESBFT9 08-30-95 12-17-96 0 .144665 .068915
Car. Vil WQ11473 50025
Heritage Hills 11837 2-7-96 no 0.066600 0 . 034207
BEGIN SOC - - 3.231.7 9-1.6-96 - --NO 0 .008640 0 . 00864 0 .59136
PARKVIEW APTS
INGLES MARKETS 12924 10-11-96 NO 0 . 006900 0 .00690 0 .58446
CARRIAGE PARK S14 1.3032 11-27-96 NO 0 .006840 0. 00684 0.57762
CARRIAGE PARK S24 13370 2-26-97 NO 0 . 014760 0 .01476 0 .56286
MANUAL WOODWORKERS 13620 4-16-97 NO 0 . 004000 I 0 . 004 v� 0.55886
STANWOOD MEIP 13180 6-4-97 NO 0 . 005000 0 . 005 0 .55386
BYERS PRECISION 13919 6-20-97 NO 0 .001625 0 . 001.625 1 0 .552,23511
TOTAL SOC FLOW PERMITTED: 0 .047765 REMAINING: 0 .552235
TOTALS - --
TOTAL FLOW NOT TRIB: 0 .288029

.ate of North Carolina
epartment of Environment, 9cI�lIG
Health and Natural Resources
Division of Water Quality 4��
James B. Hunt, Jr., Governor -
Jonathan B. Howes, Secretary p E H IV�F A. Preston Howard, Jr., P.E., Director
d
June 24, 1997 JUN L 6 199T
MR. DAVID E. NICHOLSON ps SE I `
HENDERSON COUNTY E
100 NORTH KING STREET
HENDERSON, NORTH CAROLINA 28792
subject: Application No. WQ0014025
Landfill/Henderson
Sewers-Public
Dear MR.NICHOLSON: Henderson County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and i
supporting materials on June 23, 1997. This application has been assigned the number listed above.
Your project has been assigned to John Seymour for a detailed-engineering review. Should there be any,
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office,copied below, must provide recommendations fronrthe
Regional Supervisor or a Procedure Four Evaluation for this project,prior to final action by the ,+
Division.
If you have any questions,please contact John Seymour at [phone] extension 546. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
Kim . Col n, P.E.
`a y Supervisor, State Engineering Review Group
cc: Asheville Regional Office (/
Gary T. Tweed, P.E.
Pollution Prevention Pars
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health,and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application .
(THISFORMMAYBEPHOTOCOPIED FOR USEASANORIGINAL)' ' '
- GRAVITY SEWER EXTENSION - =
'PUMP=STATIONSi AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant(corporation,individual,or other): k En17EZsonl C rCUAirt/
2. Print Owners or Signing Official's Name and Title (the person who-is legally
r.ss.ponsible for the facility and its compliance): �l�y i� 1_ . tQ I CkoLGON l
cc U. NTH _ Ar�JP.Gaz �E rrn»e25D.�! r./mil
3. Mailing Address: 100 A)Q ZT-ra 1G tQ G
City: State: /J Cr Zip: Z0713 Z
Telephone No.: ( ?04- ) 4e0571
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs.,letters of flow acceptance, Operational Agreements,etc.):
S-iA-T7 O'J
4c:Y7 ©o`
S. .Application Date: J U-J w l c7 15 7 6. Fee Submitted: $ -
•'7. County where project is located: f �lL�►>
II.PERMIT INFORMATION: \ram
1. Permit No. (will be completed by
DEM): Am�\�nas
2. Specify whether project is: ✓ new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is ✓ public or private.
FORM: GSPS 4/91 Page I of 10

r•
PAGE 2 (4/91) v
I. INFORMATION G.. NASTEWATER:
1. Nature of Wastewater�/2%Domestic; % Commercial;
Other wastes if /b5 yr IMF Sinai
% Industdal;�Zy ( pey):c
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision,hospital,commei-60, industrial, apartments,etc.: .
. - '�✓.-.7GitG .D6Fi�5, /�/UimAG';;Sf#ftliT.CfZ ;`"SO�i-�w/ts1T
ST/975'o A/19sN ?�ati..i �re7. .�o_•�c-s�r�
,. •.. f Zr7rn /�L�T.c6/�rt:_.G-�S . SyST��✓! � ,- -
3. sate any,pa/rameter.(and its concentration)that w al ill'be greater than norm domestic =
levels: /7/Ooyfr .
4. If wastewater is not domestic in nature,'what level of pretreatment has been provided to -
ensure protection of the receiving wastewater treatment facility?
�GG Ui/�SSTiw/�T.E,Z �i •OZ .��GG�/ .C�mFsv`'T/G
5. Volume of wastewater-generated by this project:. -41 (off O gallons per day
6. Explanation of how wastewater volume was determined: o .r s/2-6
IV. DESIGN INFORMATION:
1. Brief project description: is /�ST/9LL
_ �IJ,2c-fi �yJ/.ii�tJ � �GL �/3C-✓[�i i i6S �✓iLG CG�iS�'..i�_GT .
'TrShcLY�GvA G/.�T si/�TiU�✓ �
2. Name of wastewater treatment facility receiving wastewater:
a. Facility permit no.: X le, 00 0,55 .3 g
b.Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater:
'7l� T%jLGsei✓l Lt//�5f.£wl�rfr�? /�//5 /�ryi��L
' l7i/��/3'L� YLi TO �HS�-•- '7L.�Z �GUC✓.
2 of 10

GRAVITY SEWER EXT ;ION&PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe materi 1. Indicate here whether C
factor or N factor is used and circle C or N below: /14 —
Dia. . Length ,Pipe .C or N Mfn. _Max.. . Minimum Max.. ..,. Minimurn
(In.) ,(Lin. Ft) Material Factor Slope% Slope %v Velocity(fps) Vel.(fps).._Cover(in) ;
NOTE: The minimtim velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be providedfor sewers with slopes greater than 20 %: The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b, 24 feet.separation for slopes of 36% to 50%;
-c. 16 feet separation for.slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps,erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
5. Maximum sewer,reach length between manholes: 1 v I linear feet.
6. This sewer line segment occurs between manhole no. and manhole no.
7. Does the owner/operator have the ability to clean this length? Yes - No.
8. Sewer subject to existing or planned traffic bearing loads? Yes No.
If yes,what measures are being taken to enable the.sewers t withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: I feet.
10. Identify (by manhole number) those manholes that have'drop connections:
�I I
3of10

GRAVITY SEWER EXTEN,' "SIN &PUMP STATION
PAGE 4(4/9 1)
1.1. Maximum allowable infilt'ration/exfiltration test rate: GPD/pipe dia,in./
Note: Must not exceed 200 GPD/pipe dia. in./mile.
4 12.--. Minimum separation distances as shown on the plans or addressed in the specifications:.
Q.
a)� JQQ ft.horizontal separation from wells or other a r u pp lie w te s s7
M.
b) 12 in.vertical separation from storm sewer or ferrous pipe
-sanitary sewer specified?
Zycs No
c) 10 fL horizontal separation from water mains or'18 in.vertical
separation(water over sewer)or ferrous pipe specified? Ayes. No
13. Are manholes subject to flooding? No
14. If yes,are manhole rim elevations I foot above 100-year flood level, Ye' 4#0
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented I foot above the 100-year
�I*N flood elevation should be shown on plans): �Yes o
16. Identify (by manhole number) those manholes that are vented
. 17. Does this project involve any stream crossings?Zyes no. If yes, what precautions
or special-features have been utilized to ensure protection of the sewer line,and not.
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: A5,XC'r
Z,:F
4 of 10

PAGE 5 of 10 (4/91)
PUMP STATION 1 ORMATION
1. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: ry) IL-,- C-Jz, l LZEA4--
3. Classification of closest downslope surface waters: C (as established
by-the Environmental Management Commission&specified on page 6 of this applic) -
4. - If a power failure at this pump station could impact waters classified as WS,,SA,B,or.
SB, describe which of the measures bi ' leing implemented to prevent such'impact;'as ;
required in.l5ANCAC2H.0200 �u �. : i.l�rs• use Oi- r��% a
5. What size pumps are provided? �C7 GPM
6. How many pumps provided')"
rovided? .. Z
7. What is the maximum capacity of the pump station? �O -'7 2-, 0 00 GPD
8. What is the design total dynamic head? 3 S feet .
9. How many.pumping;cycles will occur at the design flow rate? 2.44 cycles per hour
10. Check if provided'at pump station:
Alternate Power Source ✓— AoZTaa� L C�i ..tsrs>��
Wet Well Vented with Screen ✓
Fillets in Wet Well ✓
Check Valves and Gate Valves r
Security Fencing ✓ f s-•sr,
Lockable Wet Well Cover ✓
Area Light.....
110V Electrical Convenience Outlet
Flood/Buoyancy Protection ✓
High Water Alarm ✓ Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
.(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover(in)
3 t S7S P\/C. 02/4, 7,17s •z.O& 4• I !>
12. Are air release valves provided at all high points along he force main (must be provided
where the elevation difference exceeds 10 feet)? _yes _no
13. Is pump station subject to flooding? _ yes ✓no. If yes, what measures are
being taken to protect against flooding? 1
14. If subject to flooding, specify the 100-year flood elevation: I� Feet MSL
15. Are there existing or planned pump stations downstream of this station? ✓ yes _no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GItAVITy SEWER I XTENSION K PUMP STATION
PAGE 6(4191)
TO: REGIONAL WATER QUALITY SUPERVISOR
plewc provide me with the elassiEicadon of the surface wat=identified in number 3
below and on doe aataebed nutp sagrnmt
Nttmooisodteewatet Y: J(4- .' PVO I!7 sue✓
Cla�(asissablished*tb6Fmh d-nwatalMivageinattOom mom)
Proposed sppucabG
SignatSc of=&la 'offimp�otptd:
nvsmUMONS TO ENGWEeR
In otaw to determiao whaher p v+stons'for dual or S®dby po`�may be tequitod for the
subjeeiferility,theK Aee:rn>+on of b clasat dowmlop--3MfWX w>um(the surface vncess that
an W tlecerUlimcd- You are required m
avenlow ftvm the facility would flow toward)must
submit this form,with items i r}aott�ft IO eontplMed,to the apps)priata Division of Envtranmental
Ma�gemeett$egionai Water Qucaltty Supetvtsor<sea attached listing). At a nsiaimum.You must. .
' me an 8S"by F I-".co�j of the potion of a 3'S adnute USGS Topographic Map wbich shows
the subjecestafaee wtttets oa muse ldetttiiy the tocadon of the fSeilit}i a=td ibe closest dowaslope
' 17re app••Uranon may trot be sabtnim�id undl i�1d5 form$ Wazpc�lard aasrd iaeIeded with�stubmic�taly ,
F. Applicaac(wrponttoa.indlviduai.or 0d=):
2. Name and ComplcmAddrma ofEngitneering runs
PAL St77 1 Pr
City_ 4# n t State: 1U '� Zip:
TolaphowNo. X-�4-12G S! ! S- t_r5 w ( NsiwZ 1=%N110-1
'3. PtojcctNamc: 'StY.s."rA.'t.t„_Sw„l t �.•�' a/4rv�-x.._.--5 _ .
4. Pomp station deriga flow: `���o�0 0 GPD;' 3'Z GPM
S. 'Fume of clot dowmlopo surface waters:
6. ' Cotrtty(s)where ptojeets od surface waters are located: {�-ti�nTaS sOt J
7. Map name and due 4vb i y�0 h7V tr✓t� �✓�'�
6. North Carolina Professional Engmeces Registmdoa Ka.
r��'rrpnr4p�i
I0. Seal and Siguu=(specify cheek �a"�N GA Gt•,^ /Cl
Y��Cr�C b1• � �/1
6 of 1Q ;Q

HORSE SHOE QUADRANGLE UNITED STATES
LINA DEPARTMENT OF THE INTERIOR
NORTH CAROGRA
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,\-
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Woodfin Place P O Box 1507 3800 Barrett Dr.,Suite 101
Asheville,NC 28802 - • Washington,NC 27889 Raleigh;NC 27609 -
704/251-6208 919/946-6481 - _ 919/133-2314
Avery - Maven Beaufort' Jones - Chatham ' Nash'
Buncombe.. Madison . Berde Lenoir Durham Northampton
Bum McDowell ' Camden" . Martin ' "Edgeoombe' 'Orange
Caldwell Mitchell " Chowan Pamlico Franklin Person
Cherokee .Polk Craven PaNuotank _ Granville _Vance - . =.-
Clay Rutherford Currituck Perquimans Halifax Wake
Graham . Swain ;. Dare Pitt Johnston Warren
Haywood Transylvania. Gates. Tyrell . Lee Wilson . -
Henderson Yancy Greene Washington
Jackson Hartford Wayne
Hyde
Fayetteville Regional WQ Super. Mooresville Regional WQ Super. Wilmington Region.WQ Super.
Wachovia Building,Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayetteville,NC 28301 Mooresville,NC 28115 Wilmington,NC 28405-3845
919/486-1541 704/663-1699 919/395-3900
Anson Moore Alexander Mecklenburg Brunswick New Hanover
- Bladen Robeson Cabams - Rowan Carteret Onslow
Cumberland Richmond Catawba Stanly Columbus Pender
Hamett Sampson Gaston Union Duplin
Hoke Scotland Iredeli Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard,Suite 100
Winston-Salem,NC 27106
0191761-2351
Alamance Rocldnghann
Alleghany Randolph
Y
Ashe Stokes
Caswell Sorry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
7of10

GRAVITY SEWER EXTE 'ON &PUMP STATION
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One.original and three copies of the completed and appropriately executed application foim .
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station; and must
show the proximity. of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities.Each sheet of the plans and the fast
page.of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running,.three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina "
Professional-Engineer.'
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EXTEI`r ')N&PUMP STATION
_ PAGE 9 (4/91)
Name and Complete Address of Engineering Firm:
rn t t NU, FAd ly�Oco•- A, v ��i
City: P�i�TJre� /.f V 11.1 C:;:-,.;. State': Zip: ...
Telephone No.. 6 91 S- 1 . .:..
Pcofesstonal Engineer's Certifcatitn:
I, A 2�, * � ,attest that this application for I-{gnAs�sa,+�� �L '-
JAS'7 I�w 2 �✓t PF+�ea.� �rr�z� �rZ NX'-Yas been renewed by tie and is accurate-
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain:.
_ portions of this submittal package may have been developed by other professionals,inclusion of_
'these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design. ,
North Carolina Professignal Engineer's Registration No.
Print Name of Engineer
T
O CAPessl
Seal and Signature (specify date): , of o' s -7
a�
Applicant's Certification: `'°q° .. T.°��; ��1
,-attest that this application for L��L•'J 41p.STL I �^�S:^fvPL Ti Wn V�I - S(.�'..1 'Yfk iY..1 �R.✓T✓IZ�-'^'fYu+y SNP-Fti..�S ..
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand .
that if all required narts of this:application are not completed and that if all required supporting
information and , t chments are not included, this application package will be returned as
incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH,NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EXT -, ;[ON &PUMP STATION
PAGE 10 (4191)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990) .
CATEGORY.. NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS . .
> 1.000,000 GPD .-
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial • $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial. $400 $200
Domestic/Cooling Water $400 $200 .
< or= 1,000 GPD and
Single Family Dwelling $240 $120.
Sludge<or=300 Acres $400. $250
Sludge> 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

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HENDERSON COUNTY David E.Nicholson
OFFICE OF THE COUNTY MANAGER County Manager
Avalina Merrill
100 NORTH KING STREET Administrative Assistant
HENDERSONVILLE,N.C. 28792-5097
PHONE [phone]
!°0N0E0\a's , FAX [phone]
May 13 , 1997
Mr. Ezra Allman, Director.'
Water and Sewer Department
City of Hendersonville
P.O. Box 1760
Hendersonville, North Carolina 28793
Ref: Sanitary Sewer Service
Henderson County' Stoney Mountain Road Landfill
802 St6ney Mountain Road
Dear Mr. Allman:
In follow up to our meeting on May 12, 1997 , Henderson County
is seeking a sanitary sewer allocation to connect the landfill
property to the sanitary sewer system. Henderson County has been
transferred the sanitary sewer system (lift station and force main)
that was installed by the State to serve 'the Department of
Correction facility on Mountain Road. The County is planning to
install a small lift station near the -entrance to the landfill to
pump wastewater into the lift station at the Department of
Correction. We , are planning to serve the landfill buildings, .
animal shelter, new transfer station, and methane gas system
condensate. We hope to have the system installed this summer.
The landfill water service is through one master meter (1.5"
Badger) . Water consumption records indicate water consumption from
a low monthly average of 390 GPD to a high monthly average of 3 , 660
GPD. (See Attached) We have estimated the transfer station will
generate up to 500 GPD of wash down water and the condensate from
the methane gas system should not exceed 500 GPD. Therefore, the
it appears that wastewater flow from landfill operations should not
exceed 4 , 660 GPD based on a monthly average.
No other water meters will be installed with the transfer
station and methane system construction. It is requested that the
system development fee be based on the current 1. 511 meter which we
understand would be $6, 000. 00. This fee would be due at the time
billing is established for the landfill. Should you have any
questions, or need additional information, please contact me at
704-697-4884 (Temporary Office) or at 704-698-5115 .
Sincer y you
cc David Nicholson Gary .. Tweed, P.E.

UTILITIES WATER SERVICE HISTORY REPORT RUTLI09W
05-08-97 - PAGE
' ACCOUNT KNER2 1070101
CUSTOMER: COUNTY, HEPDERSON'
ADDRESS: 802 STONEY MOUNTAIN RD
5 i DEGR-DAYS
CYCLE: 54 READ DATE CODE READING MNSAMPTION CONS AD] HEAT COOL
ROUTE: 2 - - 04-22-97 9RA 23495 185 � '
SEQ: 1700 03-25-97 9RA 23310 250 1g5d
02-26-97 9RA 23NO 255
METER NER: 89205045 01-2.9-97 9RA 22805 237
METER TYPE: 8 12-30-96 - E 22568 283
INSTALL DATE: 10-01-90 ll-25-96 9RA 22285 364
10-25-96 9RA 21921 170
PREV WINTER AVG: 09-30-96 90 21751 191
CURR WINTER AVG: 08-27-96 9RA 21560 217
PREV SUMMER AVG: 07-25-96 9RA 21343 212
CURR SUMMER AVG: 06-25-96 SPA 21131 220 /
05-28-96 9RA 20911 10% - t+ bu It'n'Go0 3 GfoO t3>4h
AVERAGE CONSUMP: 219.4 04-25-96 9RA 19813 177
03-26-96 9RA 19636 234
02-28-96 9RA 19402 415
01-30-96 9RA 18987 355
12-28-96 9RA 18632 139
11-29-95 9RA 18493 189 ,
_ 10-27-95 9RA 18304 163
09-27-95 9R4 18141 739
08-25-95 90 17402 165 -
07-27-96 9RA 17247 213
06-28-95 9RA 17034 318
05-24-95 9RA 16716 155
04-26-95 9RA 16561 142
03-28-95 9RA 16419 203
02-24-95 9RA 16216 146
01-26-95 9RA 16070 127
12-28-94 9RA 16943 117 It"100
11-29-94 9RA 15826 127
OPEN SERVICE ORDERS:
CLSD SERVICE ORDERS:

CITY OF IIENDEQ80NVILLE COM MIONE[2S
rMayorPro-Tem
Jr. "The Gly o£Pour&a,�oas" Diane Caldwell
so NVp J. Cnt Harley
T. Lee Osborne
Gty Manner ar iw
Tammie K Drake . ses Barbara Volk
GLy Gerk
Water and Sewer DepartmenL
Ezra Allman, Director
May 13 , 1997
Mr. Gary Tweed
Henderson County Manager Office
100 North King Street
Hendersonville, N.C. 28792
Re: Sanitary Sewer Allocation
Henderson County Landfill
802 Stoney Mountain Road
Dear Mr. Tweed
The above referenced application for an allocation of commercial
domestic wastewater is acceptable and is approved.
To complete this application, Henderson County must pay a System
Development Charge to the City of Hendersonville Water and Sewer
Department. The required fee is calculated by the size of the meter, in
this case their is a 1 1\2 meter. So the SDC charge will be $6 ,000 . 'The
System Development Charge is due prior to commencement of discharge.
Please note that wastewater accepted for treatment by the City of
Hendersonville is subject to Federal and State regulations as well as
the City's Sewer Use Ordinance and Pretreatment Program requirements. -
Should you have any questions, please feel free to contact me at 697-
3063 .
sincer��ellyy�
Q. LfXY��-
ra Allman, Director
ater and Sewer Department
City of Hendersonville
cc: Ruth Ballard, Business Office
Brenda Case, Business Office
Micky Robinson, Engineering
318 FowUi Avenue East P.O. box 1760 Phone: [phone]
Hendersonville. NC 28792 Hendersonville, NC 28793 Facsimde: [phone]

A��
FOFF10EOFTBECouNWTYENGiNEER
V N COUNTY
Crary T.Tweed,P.E.
County Engineer
June 19, 1997
Mr. Paul White, P.E.
N.C. Division of Water Quality
59 Woodfin Street
Asheville, N.C. 28802
Ref: Proposed Sanitary Sewer System
Henderson County Solid Waste Transfer Station
QS
Dear Mr. White:
Henderson County is planning to construct a solid waste transfer station at the Henderson
County Stoney Mountain Road Landfill. Sanitary sewer service for the transfer station is being
planned by construction of a small duplex grinder lift station near the entrance of the landfill.
Wastewater will be discharged by force main into the sanitary sewer lift station behind the N.C.
Department of Correction. This lift station is now under the control of Henderson County. The
project has been approved by the City.ofHendersonville.
In addition to the lift station we are planning to install the necessary building service lines
to eliminate several existing septic tank systems on site, several which have periodic operational
problems. Enclosed is page 6 of the permit application for sanitary sewer systems which needs
certification of stream class for Mill Pond Creek. Your quick turn around of this information is
appreciated. Please return the certification to my attention at the following address:
Mr. Gary T. Tweed, P.E.
County Engineer
Hendeison'County
802 Stoney Mountain Road
Hendersonville,N.C. 28791
Should there be any questions, please contact my office at 704-698-5115.
Sincere
—Gary T. Tweed,P.E.
802 Stoney Mountain Road•Hendersonville,North Carolina 28791 •[phone] •FAX [phone]

GRAVITY SEWER EXTEN STON & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR I
' " 1 .�.� urn
Please provide me with the classification of the sur er 5
below and on the attached map segment: �(� , �P fjl
Name of surface waters: /19/L G /�Oi✓� ,
Jwl
Classification(as established by the Environmental Management'Commtssion)..
Proposed Classification,if applicable: /i /)9
Signature of regional office personnel: ��l/Lem P ' ` Dater
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form,with items 1 through 10 completed,to the appropriate Division of Environmental
Management Regional Water Quality Supervisor(see attached listing). At a minimum, you must
include an 8.5" by 11".copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation,individual, or other): —b%F�>•I LcJN;t _
2. Name and Complete Address of Engineering Firm: �. ► . 1 - �,
CQu•trhy�
City: _ rA'v�Sr�Nvrr t,r� State: l'JC, Zip: 2!8-//
Telephone No. �- Chi$— S/ 19
Nrr,+J�aZso� C.Oup• Tti S Ljpgr� TLP4,J r..Z S TIu.1
3. Project Name: Sty o, .-rP. z t S a ►BIZ I n. ?�2y i�cw4�._--5
4. Pump station design flow: 40 ((J O GPD; 3 ' Z GPM
5. Name of closest downslope surface waters:
6. County(s) where project and surface waters are located: -4-iiNTAs.2_sOrJ
7. Map name and date:
,,eerrg�
8. North Carolina Professional Engineer's Registration No. Z'J�C04
9. Print Name of Engineer t t,J 7F,�
10. Seal and Signature(specify date): �•``��",CA
SS
4
6 of 10
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HORSE SHOE QUADRANGLE UNITED STATES
DEPARTMENT OF THE INTERIOR
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC) 193—SE GEOLOGICAL art.
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MEMO
DATE. ___6�n{,
TO: � ���i�0./�'LLIIL[LG SUBJECT: "� :�
��f �«� �f,�((�/1�G<T�-[' `� ' �`-�1���•��?�/a-fair ,,�- //�,J//�
¢ ��1 Q 9G(2�✓2Lt—/��4% 1
From:
,.wsr�to p 6-Z TiCe
" f ,, North Carolina Department of Environment,
Health, and Natural Resources P 18ao wocyd.dNp.,

FTo-
STATE REVIEW GROUP
DIVISION OF ENVIRONMENTAL MANAGEMENT 06/06/97
STATE REVIEW GROUP VI W ENGINEER: Matt Williams
FROM: Forrest R. Westa
REGIONAL SUPERVISOR
ASHEVILLE REGION ICE
REGIONAL OFFICE CONTACT: Paul R. White
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0013919
PROJECT NAME: Byers Precision Fabricators, Inc.
Roger M. Byers
P.O. Box 5127
Hendersonivlle, NC 28792
Henderson County
1) Name of ,wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 .2 MGD
3) NPDES Permit No. : NCO025534
Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 04/1/96:
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
1625 gpd
domestic: 100o industrial:
other:
6) Volume from previously approved projects not yet tributary to WWTP:
Estimated: 0 .301784 MGD. See table on following Volume this project : 0 . 001625 MGD g Page.
Flow for April 1997 : '1 3 . 076 MGD
TOTAL: 3 . 379409 MGD
7) Regional Recommendations: APPROVAL
An SOC has been executed which allows additional flow while
additional treatment facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.
UV�"_

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
JUNE 6, 1997
PROJECT WO # DATE
DATE APPROVED MGD MGD NOT soc F
CERTIFIED
Lake Pt. LandingTRIB REPMIEN2
(Cherry Branch) 1153 2-10-89 6-15-94 0- 062040 0. 04479
Carriage Park S2 2955 2-8-90
Sugarloaf.A ts 0. 010800 0. 00680
.
P 7491 6-25-93 5-17-94 0. 017205
Bright Oaks Subd 012205
(Count 8224 9-3-g3 3-16-94
(Country Meadows) 0 . 009000 . 001500
Carriage Park 'P1S3 8288 9-3-93
3-16-94 0 . 004320 0. 00207
Appleland Bus. Pk. 9046 4-18-94
4-16-95 0. 022000 0. 01879
Carriage Park P2S3 9479 6-30-94
8-10-95 0. 008640
Spring Arbor 9715 8-15-94 005703
no 0 . 003600 0 . 002667
Sharon's Crossing 9732 9-13-94
no 0. 009600 0 . 00560
Maple Village 9836
9-30-94 4-5-95 0. 005600 0. 002393
Carriage Park S6 10144 11-17-94
8-10-95 0. 015840 0 . 00959
Carriage Park S25 10040 11-23-94
Up 11044 07-17_95 5-11-95 0 . 003600
wd Int. (Waddell) 0 . 0033-0
NO 0 . 015000 0 . 01500
Twin Pines RV Park 11269 08-14-95
8-27-96 0 .007320 0 . 007184
1994 ANX inc1. 053 ESBFT9 08-30-95 Car. Vil WQ11473 50025 12-17-96 0 .144665 . 089045
Heritage Hills 11837
-- - -` 2-7-96 no 0 . 066600 0 . 034207
BEGIN SOC 17_317 9-16-96 -- 0 PARICVIEW APTS NO 0 . 00864:0 0 . 00864 0.59136
INGLES MARKETS 12924 10-11-96
NO 0 . 006900 0 . 00690
CARRIAGE PARK S14 0 .58446 '
13032 11-?.7-96 NO 0 . 006840 0 . 00684 0.57762 '
CARRIAGE PARK S24 13370 2_26._97
NO 0- 014760 0. 01476
MANUAL WOODWORKERS N 13620 4-16-97 � --
NO 0 0 .5628fi
. 004000 0 . 004
TOTAL SOC FLOW PERMITTED: 0-55886
TOTALS 0 . 041140 REMAINING;
TOTAL FLOW NOT TRIB: - 0 .55886
0 .301784

ate of North Carolina
epartment of Environment,
Health and Natural Resources `
Division of Water Quality
ames B. Hunt, Jr., Governor A IL IL
F
A. Preston
B. Howes, Secretary E H IV F1
A. Preston Howard, Jr., P.E., Director
May 29, 1997
MR. ROGER M. BYERS
BYERS PRECISION FABRICATORS, INC.
PO BOX 5127
HENDERSONVILLE, NORTH CAROLINA 28792
Subject: Application No. WQ0013919
Byers Precision Fabricators
Sewers-Private
Henderson County
Dear MR. BYERS:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and',
supporting materials on May 27, 1997. This application has been assigned the number listed above.
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any :=
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be-aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Matt Williams at [phone] extension 509. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
V-C//) Ki H. Colon, P.E.
Supervisor, State Engineering Review Group
cc: , shev llt1Reglonal°Office
Laughter, Austin & Associates, Inc.
Pollution Prevennon Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

.. _ t•: Ai ll�-• H. . } : Psi tV ,',tll•
State of Nprth C4rolina
Department of EnViromiie it,"Health;'and Naturpl Resources
Division of EnYiron[tlental.hanagement ;
Non-Disctitirge}'e rm[t, lpphcat}op' .i
(PHIS FORM MAYBE PHOTOC i PJEP FOR USE�1S qN ORIGINAL) '
GRAVITY SEWER-EXTENSION
PUM
P STATIONS, AND PRESSURE OWERS
t � .-ta:.. "T
I. GENERAL INFORMATION:
1. Applicant (corporation,individual,or other): Byers ''Precision Fabricates "°.In
2. Print Owners or Signing Official's Name`and Title (the person'who" is legally
responsible for the facility and its co pliance); Roger M. 'Byers
3. Mailing Address:
PO Box•' 5127 `
Hendersonville r' t NC • r.�.,,: .,+28792 .�
City: $fate. ' Zip
Telephone No,: 70( 4 1 " 'f'� "16913-4oRR -
4. Project Name (subdivision, facility;'or establishment name- should be consistent with
project name on'plans/specs.,letter's?4 flow acceptance, Operational Agreements,etc.):
�
Byers Precision Fabricators
5. Application Date: May 14, 199IV 6. Fee Submitted:$ '''•400,00
7. County where project is located: ! Henderson
11. PERMIT INFORMATION:
1 . Permit No. (will be completed! y DEM): bzf�_
2. Specify whether project is: XX J. ;•new; renewal*; modification,
*If renewal,;complete only, §ections I through III and applicant signature
(on pg.9). Submit only pgs. ',1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
I
3. If this application is being subrti tied as a result of a renewal or modification to an
10.
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is " ` public orXXX private.
FORM: GSPS 4/91 Page 1 of 10
I
j I �

!I
GRAVITY SEWER EXTENSION &PUMP STATION
PAGE 2(4/91)
III. INFORMATION ON WASTEWATER:
L Nature of Wastewater: 100 %Domestics % Commercial;
% Industrial; % Other waste;,(specify): _
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital,cottimerciai, industrial, apartments, etc.:
Bathrooms . I'
37 Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: N/A
,(lil1y4i A If wastewater is not domestic in nature,lvhat level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
NjA
C i
_5. _Volume of wastewater generated by,this project: 1) 625 gallons per day
25 d x 65 employees
W 6. Explanation of how wastewater volume was determined: gP
Cr
IV.. DESIGN,INFORMATION: `' 1
—' 1: Brief project descti�tion: ' Install Pump station outside existing _
t building and install force main to existing man hole.
-"il"21i' Name of wastewater treatment facility receiving wastewater; City of Hendersonville
. a7ul:iV�i 1? �ii• - ,. 41 ,:,i; J ?i!t;ii'I"� 4i.1• '
a. Facility permit no.: '
i
` {/i f7] f{,)�L t��l 1. ., 4; t 7, I •ir ::a' e r': h i� •,.,
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater:1'7'Ex sting 'gravity. sewer collection
mains are adequate tolaccept the flow generated by _this
project
2 of 10

GRAVITY SEWER EYTFNSION &PUMP STATION
PAG$ 3 (4/91)
. I
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
i
factor or N factor is used and circle C or N below: •-C .
,I . .I .(�/(T A !„ :. 4 it l t i i• � 1
Dia. Length Pipe C or N MITI., Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope% Velocity(fps) Vel.(fps) Cover(in)
3 5 , 800 PVC C N/AI N/A 2 6 ' 36
—
NOTE: The minimum velocity must not be Iess than 2 fps,
For public sewers the minimum diameter is 8 inches,
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows;
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopesof 36% to 50%;
c. 16 feet separation for slopes o 50% and greater,
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control rrjeasures must be specified. z t
For any excessive slopes or velocities'that will occur in any sewer line segment, what
measures have been taken to protect tyre sewer pipe and manholes?
I; el
i
a,al/,,t ao o
5. Maximum sewer reach length betwe In manholes: ��linear feet.
6. This sewer line segment occurs be een manhole no. and manhole no.
7. Does the owner/opeFator have the abiltty.to clean this length? Yes No,
ij
8. Sewer subject to existing or planned traffic bearing loads? ' XX Yes, No.
If yes, what measures are being taker to enable the sewers to withstand the loads?
Increase burying d4th to 4 ft, under driveways and_
install encasement pipe under Secondary Road
9. Outside drop manholes are provided(where invert separations exceed: feet.
I
10. Identify (by manhole number) those manholes that have drop connections:
13of10

GRAVrIY SEWER EXTENSION &PUMP STATION
PAGE 4(4/91)
11. Maximum allowable infiltration/exfiltration test rate: 100 GPD/pipe dia, in./mile.
Note: Must not exceed 200 GPD/pipe diaAn./mile.'
trya� I�
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x Yes _No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? ' !'j" 'i x Yes —No
c) 10 ft. horizontal separation from Water mains or 18 in.vertical
separation (water over sewer)or ferrous pipe specifi ed? ''Yes _No
13. Are manholes subject to flooding? _Yes R[Alo
14: If yes, are manhole rim elevations 1 foot above 100-year flood level, _Yes -No
(100 year flood elevation should be indica i ied on plans)
15. Or aie manholes watertight and.vented 1 foot above the 100-year
flood elevation (should.be shown on plans): _Yes —No
16. Identify (by manhole number) those manholes that are vented: N/A
I;
174 Does this project involve any stream crossings?_yes X_no. If yes, what precautions
or special features have been'utilized'hi ensure protection of the sewer line and not
I
.rj restrict stream flow? Identify,the s4eet of the plans and station number where stream
crossings are located:
h`r ,
• �i
4 of 10

GRAVITY SEWER E' sNSION&PUMP STATION
PAGE 5 of 10(4/91)
V. PUMP STATION INFORMATION;
� I 1
1. Pump Station No.; I (A separate sheet V,1 through V,15 should'be
submitted for each pump station)
+:,-):Devils Fork Creek
2. Name of closest downslope surface waters
3. Classification of closest downslope surface�yatets , (as established
by the Environmental Management Ommissiort &specified on page 6 of this applie,)•
4. If a power failure'at this pump "station could`finpact Waters classified as`WS; SA, H, or
SB, describe which of the measuke are being implemented to prevent such impact, as
required in'15A NCAC 2H .0200: "" c
5. What size pumps are provided?, 0 GPM
6. How many'pumps are provided? } Two
1 525 .
7. What is the maximum capacity of thl; piimti statioii? G#'D
A�..Ia + ' i , t ri of tr, l4jlti
What is the deli n dotal d ami ,7�5 ;FEET
8.
Wh g1 t c ynJ. .I YlelJi '
9, How many,pumping cycles wil!oc�c r t tfie design flow rate?,' 3 5 ycles c per h.dpr 3'.;
r,, 5 :r
10. Check if provided at pump stationsI i r, , er j t, r.� t•
Alternate Power Source
Wet Well Vented with Screen i x
Fillets in Wet Well x '
Check Valves and Gate Valve x
Security Fencing u= • . . x
Lockable Wet Well Cover x
Area Light r x
110V Electrical Convenience Outlet) x"
Flood/Buoyancy Protection
High Water Alarm x Audible and Visual Auto Dialer
i
11. Summary of force main (by diamet size-� and pipe material):
II
Diameter Length Pipe High j Low Minimum Maximum-' Minimum
(Inches) (Linear Ft) ' Material Elevation 'Elevation Velocity(fps) Vel.(fps) Cover(in)
2. ' G '
3 5 , §00 PVC SCH 2181 . 5 2105 . 5 2
- 1 -- j
12. Are air release valves provided at fill high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? x yes _no
13. Is pump station subject to flooding? yes x no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pum�I stations downstream of this station?_yes 3_no'
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows. I
, j
{

i
i
I ,
GRAVITY SEWER EXTENSION &PUMP STATION
PAGE 6 (4/91)
TO3, REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Bat Fork Creek
i Name of surface waters:
:Classification(as established by the Environmental Management Commission): C
Proposed Classification,if applicable:
Signature of regional office personnel: P jetu.G q U/ �►�tL Date: 5/14/9 7
s INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form;with items 1 through 10 completed,to the appropriate Division of Environmental
Management Regional Water Quality Supervisor(see attached listing). At'a minimum, you must
Include an 8.5" by 11" copy of the portion of,a 3 minute USGS Topographic Map which shows
tht subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification)on the submitted map'copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant(corporation,individual, orother); Byers Precision Fabricators , Inc.
2: Name and Complete Address of Engineering Firm:
Laughter, Austin; and Assoc; ates PA 131 Fourth Avenue East
City: Hendersonvill I
e State: L NC Zip: 98799
Telephone No. 704 692-9089 1-800-858-5263
0
3. Project Name: Byers
rr;ei : r;4+ Pump station design flow: 1, 625 GPD; 70'r GPM
j,
5: Name of closest downslope surface Waters: Bat Fork 'Creek
6. County(s) where project and surface waters are located: Henders on
r
-` 71 Map name and date: Hendersonville, NC Quadrangle
" 4066
$: North Carolina Professional Engineer Registration No.
,.9, Print Name of Engineer.
Jon H, '' h Laugter �,�"'(N CARO( -'
10: Seal and Signature(specify date): May 14, 1997 {a SEAL -_
� -
' I• q N0. 4066
6 of 10

I
I
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. ; Raleigh Regional WQ Super.
59 Woodrrn Place P O Box 1507 3800 Barrett Dr.,Suite 101
Asheville, NC 28802 Washington,NC 27889'' ` Raleigh,NC 27609
704/251-6208 919/946-64811 919/133-2314
Avery Macon Beaufort (Jones Chatham Nash
Buncombe Madison Berrie 'Lenoir Durham Northampton
Burke McDowell Camden !Pamlico
Edgecombe Orange
Caldwell Mitchell Chowan Pamlico ,i Franklin Person
Cherokee Polk Craven :Pasggrotank Granville Vance
Clay Rutherford Currituck jPerquimans Halifax Wake
Graham Swain Dare { 1 Pitt ' Johnston Warren
Haywood Transylvania Gates !Tyrell Lee Wilson
Henderson Yancy Greene Washington
Jackson Hertford Wayne
Hyde
i
Fayetteville Regional WQ Super. Mooresville Regional WQ Super. Wilmington Region.NYQ Super,
Wachovia Building,Suite 7}4 919 North Main Street 127 Cardinal Drive Extension
Fayetteville, NC 28301 Mooresville,NC 28115 Wilmington,NC 28405-3845
919/486-1541 704/663-1699 919/395-3900
Anson Moore Alexander Mecklenburg Brunswick New Hanover
Bladen Robeson Cabanus (Rowan Carteret Onslow
Cumberland Richmond Catawba Stanly Columbus 'Pender
Hamett Sampson Gaston Union Auplin „
Hoke Scotland Well Cleveland
Montgomery Lincoln
I
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem,NC 27106' "
919n61-2351 j
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Sorry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
I
17 of 10
I

I,
GRAVrfY SEWER EXTENSION &PUMP STATION
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITII THE SUBMITTAL
t,
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications-signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated,authorities.Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
c. Three copies of all calculations, includin pump selection, friction calculations, cycle
' 'time, pump curves (including system cuies applicable with one pump running; two
tc,);,and evaluation of downstream pump stations.
pumps running, three pumps running, e
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H.0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted, The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
P
f, An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRf1VI TY SEWER E !NSION &PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineeringflan:Laughti 6r� Austin and Ass ocdatea , PA
131 Fourth Avenue East
City: HendersonvilleState: NC Zip: 28793
Telephone No. 704 692-9089' •'•' ''' °"'`
Professional Engipeer's Certification:
I, Jon H. Laughter ' ', 'attest that this application for Byers
Precision Fabricators, Inc, ; L has been reviewed by me and is accurate
And complete to the best of my knowledge.' Ifurther attest that to the best of my knowledge the
proposed design has been prepared in accordance With the applicable regulations: Although certain
portions of this submittal package may have been,developed by other professionals, inclusion of
these materials under my signature and sealisignifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registfation No. 4066
Print Name of Engineer Jon H. Laug ter
` CAh'
Seal and Signature (speckda ....,,, z'�,,
NO.41066
l
Applicant's Certification:
I Roger M. Byers adest that this application for Byers
Precision Babricators Inch
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 as .
incomplete.
Signature •� I Date May 14. 1997
THE MPLETED APPLIC OIyPf[CKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING,ADDRESS:
t
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AN U ENGINEERING UNIT
POST OFFICE BOX29535
512 NORTHISALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPH O NF;NUiVIB ER: 919/733-5083
I
9i of 10
I ' 1

I ,
GRAVTI Y'SEWER EXTENSION & PUMP STATION
PAGE lO t4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
,
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
:I
> 1,000,000 GPD
Industrial $400 ;a $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 1 $250
Domestic/Cooling Water $400 .,i $250
1,001 - 10,000 GPD
Industrial $40C �
$200
Domesdc/CoolingWater $400!t �200
,I
<or= 1,000 GPD and ` {
I:
Single Family Dwelling $240', $120
Sludge<or= 300 Acres $400 $250
Sludge>300 Acres $400 $250
Sewer Extensions
t (nondelegated) $400I 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
;; `'; $400
or Evaporative 't' $200f
NOTE, The Fees for Soil Remediation Projects are the same as for Sludges.
Under the. Sewer Extension? Fee; "delegated to municipalities" applies
only to those governtnentrif'Juri dictions that have specific delegation
review authority; as granted by' the Division of Environmental
Management.
,k
10 of 10

IrNamr,
94 01:57 704i---599 WASTE PAGE 03
GRAVITY SEWER EXTEN v PUMP STATION
PAGE 6(4/91)
REGIONAL WATER QUALITY SUPERVISOR
Please provide the with the classification of the surface waters identified in•number 5
and on theattached map segment:
of surface waters: /414net: RoAID '�
Classification(as established bP ft Environmental Management Commission): ••�V S - n
Proposc►Claisliication.if applicable:
' �1 n
Signature of regional office personnel: �/D w� li( UD C, Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions-for dual or s tr standby power may be requited for the
the classification facility, classification of the closest downslope surface waters(Elie surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form,with items 1 thro¢gh 30 wmpletcd,to the appropriate]7svision of Environmental
Managetrrent Regiorutl Water Quality Supervisor(sec attached listing). A[a minimum,you must .
itaclrrdc au B.5"by I1".cagy of the portion of a 9S minute USGS Topographic Map which shows
the subject stttface waters You mast idenrify Itre Iocaaon of the facility and the doscst downslope
surhtce waters (waters foe which you arc requesting the ciassificadon)on the submitted map copy.
The application may not be subtttiurd undi this form is cpmplcted and inclodrld with the submittal.
1. Applicant(corporation,individual,or other): .ff-p ^;
2. Name and Complete Address of Engineering Firm: LI-M!
City: H*w-r�aLdewt4tR State: 20.7/
Telephone No. 9
0_av . -r-j W i
Prtrjeet NamC. �tyu,-•c•P.'r�—�'v,�,,,J ! >\.•..i� ' 1Jt�'wR..---.`�
4. Pump station design flow. 4r(QG7 Q GPD; 3 Z GPM
5. Name of closest downslope surface waters:
6. County(s)where project and surface waters are located: E 4-rZ.n>DsD
7. Map name and date.
8. North Carolina Professional Engineer's Registration No.
9. Pint Name of Engineer � I- t +�
I0. Seal and Signa¢uc(specify date): �`�tGA ,�•�"'� Cl
S
s54
a
6 of to A)S
nate #of G �J .toi�5,�``
Post-it"Fax Note 7671 (�-'�V pages .
To ,fiR err./ From
CoMepl*41[�fl ) Co.
PhonefL�L_t^ ^5 P,one#
Fax#.-?a LA_ ` ^ S75q Fax#

1994 871994 81:57 70469�5599 WASTE / PAGE 01
.__ I 1 1
�NDERSON COUNTY
GaryT.Tweed,P.E.
County Engineer
OFh7CE OF THE Comm ExaNEM
/ FAX MEMORANDUM
DATE'
TO: a, FAXNUMBER, ' `415�Z
FROM: Gary T.Tweed,P.E. FAXNUAMIER 704-697-5599
County Engineer PHONE 13UMBER 704-698-5115
MESSAGE:
AP
PAGE OF
S02 Stoney Mountain Road•Hendersonville,North Caroline 28791-[phone]•FAX:[phone]

994 01:57 704F---199 14ASTE PAGE 04
UNITED STATES
HORSE SHOEQUApRANGLE DEPARTMFNT OV THE INTERIOR
NORTH CAROLINA GEEOLOGICAL SURVEY
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LAUGHTER, AUSTIN and ASSOCIATES, P.A.
131 Fourth Avenue East
Hendersonville, North Carolina,28792 .
Tcicpboue(704)692-9089 or(800)SM-5263
Facdmae [phone] '
FIX COVER SSBBT
bate. May'14, 1997 Time:
Fro: Paul White ' Phooet 251-6208
Company: Regional Water Quality Section
VAX 251-6452
Frolu: -Ion Laughter
• Byers Project
MESSAGE: Please complete sheet 6
Page 1 Of 3 If Trauamizskm 4 faollf or all pages arc not rmlved
Plem Call 1-70"12-9089 or 1-8004594MO
cc:
L O'd G806 269 bOL NIi50H 4N31"anvA w9i ;za 46-bi--ovww

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MO TO: STATE REVIEW GROUP 04/08/97
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE REVIEW GROUP REV W ENGINEER: Matt Williams
FROM: Forrest R. Westa GIONAL SUPERVISOR
ASHEVILLE REGIO F CE
REGIONAL OFFICE ONTACT: Paul R. White
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0013620
PROJECT NAME: Manual Woodworkers Distribution Warehouse
C. Lemuel Oates
The Manual Woodworkers and Weavers, Inc.
Rt . 9, Box 577-A
Hendersonivlle, NC 28792
Henderson County
1) Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 . 2 'MGD
3) NPDES Permit No. : NCO025534 Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 01/1/96:
Permits/SOC Limits Monthly Average SEE ATTACHED .. -
5) Quantity and type of wastewater from proposed sewers:
4000 gpd
domestic: 100o industrial: other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 .298034 MGD. See table on following page .
7) Regional Recommendations : APPROVAL
An SOC has been executed which allows additional flow while
additional treatment facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.

CITY OF HENDERSONVILLE S
SUMMARY OF PERMITTED FLOWS
APRIL 8, 1997 0 .7
PROJECT WO # DATE DATE MGD MGD NOT soc FLOW
APPROVED CERTIFIED TRIB REMAINING
Lake Pt. Landing 1153 2-10-89 6-15-94 0 . 062040 0 . 04479
(Cherry Branch)
Carriage Park S2 2955 2-8-90 0. 010800 0 .00680
Sugarloaf Apts. 7491 6-25-93 5-17-94 0 .017205 . 012205
Bright Oaks Subd 8224 9-3-93 3-16-94 0 . 009000 . 001500
(Country Meadows)
Carriage Park P1S3 8288 9-3-93 3-16-94 0. 004320 0 . 00207
Appleland Bus. Pk. 9046 4-18-94 4-16-95 0 .022000 0 . 01879
Carriage Park P2S3 9479 6-30-94 8-10-95 0 . 008640 . 005703
Spring Arbor 9715 8-15-94 no 0 .003600 0 .002667
Sharon' s Crossing 9732 9-13-94 no 0 . 009600 0 . 00585
Maple Village 9836 9-30-94 4-5-95 0 . 005600 0 . 002393
Carriage Park S6 10144 11-17-94 5-10-95 0 . 015840 0 . 00959
Carriage Park S25 10040 11-23-94• 5-11-95 0 .003600 0 . 00310
Upwd Int. (Waddell) 11044 07-17-95 NO 0 . 015000 0 . 01500
Twin Pines RV Park 11269 08-14-95 8-27-96 0 . 007320 0 .007184
1994 ANX incl.053 ESBFT9 08-30-95 12-17-96 0 .144665 .089045
Car. Vil WQ11473 50025
Heritage Hills 11837 2-7-96 no 0 . 066600 0 .034207
BEGIN SOC 12317 9-16-96 NO 0 .008640 0 . 00864 0 .69136
PARKVIEW APTS
INGLES MARKETS 12924 10-11-96 NO 0 . 006900 0 .00690 0 .68446
CARRIAGE PARK S14 13032 11-27-96 NO 0 . 006840 0 . 00684 0 .67762
CARRIAGE PARK S24 13370 2-26-97 NO 0. 014760 0 . 01476 0 .66286 ,
TOTAL SOC FLOW PERMITTED: 0 . 037140jINING: r66286TOTALSTOTAL FLOW NOT TRIB: 0 .2980 ___

ate of North Caro" I
jepartment of Envi. _.iment,
(`Health and Natural Resources • •
l . Division of Water Quality rr
� f
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F1
A. Preston Howard, Jr., P.E., Director
April7, 1997
Mr. Brent Styles, President AM g Igg7
OUR INVESTMENTS, INC.
205 Big Valley#48
Johnson City, TN. 37601 WATER flALITY SECTION
ASHEVILI. REGIONAL OFFICE
Subject: WQ0013580
Additional Information
Stanwood Mobile Home Park
Henderson N.C.
Sewer Extension w/Pump Station
Henderson County
Dear Mr.Styles:
The Permits and Engineering Unit has completed a preliminary engineering review ofthe
subject application. m;
The following items must be addressed before we can complete our review: -- --
1. Administrative Code Section: 15A NCAC 2H .0200 -Waste Not Discharged to
Surface Waters, Subsection .0219 (h), paragraph (3), states the following
concerning all sewer line pump stations:
(3) at least one of the following shall be required:
(A) dual source or standby power supply on site or;
(B) telemetry systems with sufficient numbers of standby generator and
personnel for distribution or;
(C) approval by the Director that the pump station:
(i) serves a private water distribution system which has automatic shut-
off at power failure and no elevated water storage tanks, and
(ii) has sufficient storage capacity that no potential for overflow exists,
and
(iii) is connected to facilities that can tolerate septic wastewater due to
prolonged detention: or
(D) where the waters that would be impacted by a power failure are
classified as C, the applicant may be allowed to show a history of
power reliability that would demonstrate that an alternative power
source or other reliability measures would not be needed.
Please note emergency storage time average was calculated as 3.5 hours.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

ate of North Carolil .a
Department of Environment,
Health and Natural Resources 40
Division of Water Quality
James B. Hunt, Jr., Governor r
Jonathan B. Howes, Secretary p E H N
. Preston Howard, Jr., P.E., Director
March 20, 19R 2 A 1991 lt�
MR. C. LEMUEL OATES
THE MANUAL WOODWORKERS &WEAVERS WATER pUALITY SECi10N
RT. 9 BOX 577-A ASIIEVILLO REGIONAL OFFICE
HENDERSONVILLEVILLE, NORTH CAROLINA 28793
Subject: Application No. WQ0013620
Distribution Warehouse
Sewers-Private
Henderson County
Dear MR. OATES:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 18, 1997. This application has been assigned the number listed above.
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division. '
If you have any questions, please contact Matt Williams at [phone] extension 509. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
�l�t-,Coleen H. Stillms, P.E.
/Supervisor, Permits &Engineering Unit
cc: Asheville Regional Office
Laughter, Austin &Associates, Inc.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
V V� An Equal Opportunity Affirmative Action Employer

LAA y6-SbG
v
State of North Carolina
Department of Environment, Health, and Nattieal Resources
Division of Environmental Management
Non-Discharge Permit Application
(TIIIS FORM MAY BE PHOTOCOPIED FOR USE AS AN'ORIGINAL)
GRAVITY SEWER EXTENSION `
I �
I: GENERAL INFORMATION:
co
i. Applicant(corporation, individual, or other):The Manual Woodworkers and Wc_ ve
2. Print Owners or Signing Official's Name and Title (the person who is legally
v
responsible for the facility and its compliance): C. Leinuel 'Oates
3. Mailing Address: Route 9 , ! Box 577-A
City. Hendersonville State: NC Zip: 28792
704 692-73M3
Telephone No.:
4. Project Name (subdivision, facility, or establishment name- should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements,etc.):
Manual Woodworkers Didtitibut Gn W! ar.ehouse
5. Application Date:
2-4-97 6.. Fee Submitted: $400 ..00
7. County where,project is located:" Henderson
II: PERMIT INFORMATION:
1, Permit No. (will be' completed by DEW
2. Specify whether project is: XXX new; renewal*; modification.
*If renewal, complete only sections I through' III and applicant signature
(on pg.5).' Suhmit only pgs. 11 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
' I '
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list Ithe existing permit number and issue date
i
4. 'Specify whether the applicant is public or x_private.
I
FORM: GSEA 4/91 I Pagel of 6
I .
I

GRAVI' ;EWER EXTENSION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision; hospital,commercial, industrial; apartments,etc.:
Commercial Warehouse
3. indicate any parameter(and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater is not domestic in nature;what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5: Volume of wastewater generated by this project:. 4,,•OC10 gallons pet day
6. Explanation of how wastewater volume was determined: -80) People per shift
@ two shifts . :$B1, Y 25 gpd 2, 500 x two .shifts = 4.;;000'
gpd.
IV. DESIGN INFORMATION:
1. Brief project description: Eight--inch diameter gravity sanitary sewer
extension to intercept existing eight inch gravity collector.
2. flame of wastewater treatment facility receiving wastewate&ity of Hendersonville
A. Facility permit no.:
b.Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater; Downstream sewers._ are satisfactory and
adequate to handle anticapated wastewater flow conditions
imposed by this proiect: extension
2of6

LP.A 7V-JV4
GRj` --TY SEWER EXTENSION
PA(' (4/91)
3. Summary of sewer pipe by diameter'size and Pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: C
Pi Da. Length Pipe C or N Min., Max. Minimum Max. Minimum
(In;) (Lin. Ft) Material Factor Slope% Slope % Velocity(fps) Vel.(fps) Cover(in)
8 . 2215 PVC 150 0.:45 5 . 80 2 36
8 949 nTP 140 _QL4'5 9 8 9 36
NOTE; The minimum velocity must Pot be less than 2 fps;
For public sewers the minimum diameter is 8 inches,
I
4. Anchors shall be provided for.seWers With slopes greater than 20 %,, The anchor
spacing shall be as follows;
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 5079;
c. 16 feet separation for slopes'of 50% and greater.
For velocities greater than 15 fps; it is strongly recomnpended that measures be
considered which will protect the sewers,and manholes from erosion. For velocities
greater than 20 fps,erosion control measures must be specified. �
For any excessiye slopes,or yelocities that will occur in any $ewer line segment, What
measures have been taken to protect the sewer pipe and manholes?
N/A +
5. Maximum'sewer reach length between manholes: 318 linear feet.
6. This sewer line segment occurs beiweegmanhole no. EMH ' and manhole no 1
7 t Does the owner/opeotor have the ability to clean this length?X Yes No,
8, Sewer subject to existing or planned traffic bearing loads? Yes No.
If yes,what treasures are being taker}to enable the sewets to Withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify(by manhole number) those manholes that haye drop connections: N/A
3of6
r

T'
GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
l l: Maximum allowable infiltration/exfiltration test rate: '
Note: Must not exceed 200 GPD/pipe dia. in./mile. 100 GPD/pipe dia. in./mile.
12. Minimum separation distances as shown on the;plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? %Yes _No
b) 12 in. vertical separation from storm sewer or ferrous pipe X
sanitary sewer specified? _Yes — No
c) 10 ft. horizontal separation from water mains or 18 in. vertical X
separation (water over sewer)or ferrous pipe specified? _Yes _No
13. Are manholes subject to flooding? _Yes X No
14. If yes,are manhole rim elevations 1 foot above 100-year flood level, —Yes —No N/A
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes —No N/A
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings?X yes _no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: Sta 11+30 on sheet
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMEiNTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. . Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities.Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modSfication.
c: The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4of6

GR? ,Y SEWER EXTENSION
PAC . (4/91)
Name and Complete Address{of Engineering Firm: Laughter Austin and Associates , PA
131 Fourth Avenue East
City: Hendersonville State., NC _Zip: 99799
Telephone No. 704 692-9089
Professional Engineer's Certification:
I, Jon H. Laughter attest that this application forgravity
sanitary sewer extension has been reyieWed by me and is accurate
and complete to the best of my knowledge. I Further attest that to the best of my knowledge the
proposed design has been prepared in accordance With the applicable regulations. Although cdrtaig
portions of this submittal package may haye been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I haye reyieWed this material and have
judged it to be consistent With the proposed design.
^ P
, i
North Carolina Professional Engineer's Registragpn,l�t �' • 4066
Print Name of Engineer Jon H. Lau h e� % . . O<
Seal and Signature (specify date): E f SEAL
I NO.4066
Applicant's Certification: '
I, C, Lemuel Oates ; attest that this application for r�avity
sanitary sewer extension
has been reyieWed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
-information .and attachments are not included, this application package Will be returned as
incomplete.
signature ®� Date 2-10-97
THE COMPLETED APPLICATION PACKAGE,INCLUDIIVO ALL SUPPO$TING
INFORMATION AND}MATERIALS,SHOULD EE SENT TO THE FOLLOWIIVG ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION°
PERMITS AND ENGINEERING U1NT1P
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH,NORTH CAROLINA 27626-0535
TELEPHONE NUMBER; 919/733-5083
� Sof6 „

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

TO: STATE REVI-., GROUP
DIVISION OF ENVIRO AL MANAGEMENT 03/21/97
STATE REVIEW GROUP EW ENGINEER: John Seymour
FROM:
Forrest R. WestaREGION
REGIONAL SUPERVISOR
ASHEVILLE REGIONCE
REGIONAL OFFICE GJACT
: Paul R. Whit
SUBJECT: PROCEDURE FOUR (4) I L
APN: WQ0013580
PROJECT NAME: Stanwood Mobile Home Park
Brent Styles, President
Our Investments, Inc.
205 Big Valley # 48
Johnson City, TN 37601
Henderson County
1) Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 .2 MGD
3) NPDES Permit No. : NCO025534
Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning O1/1/96:
Permits/SOC Limits
Month]Y Averacre SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
5000 gpd
domestic: 100o industrial:
other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 . 298034 MGD. See table on following page .
7) Regional Recommendations: APPROVAL
An SOC has been executed which allows additional flow while
additional treatment facilities are being built . The table on the I following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.
V_

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS SO
JANUARY 23, 1997
0 . 70
PRE WO # DATE
DATE MGD MGD NOT SOC FLOW
APPROVED CERTIFIED
TRIB REMAINING
Lake Pt. Landing 1153 2-10-89
(Cherry Branch) 6-15-94 0. 062040 0 . 04479
Carriage Park S2 2955 2-8 90
0 . 010800 0. 00680
Sugarloaf Apts. 7491 6-25-93
5-17-94 0 . 017205 . 012205
Bright Oaks Subd 8224 9-3-93
(Country Meadows) 3-16-94 0. 009000 . 001500
Carriage Park P1S3 8288 9-3-93
3-16-94 0. 004320 0 . 00207
Appleland Bus. Pk. 9046 4-18-94 4-16-95 0. 022000 0 . 01879
Carriage Park P2S3 9479 6-30-94 8-10-95
0 . 008640 . 005703
Spring Arbor 9715 8-15-94
no 0 . 003600 0 . 002667
Sharon's Crossing 9732 9-13-94
no 0. 009600 0 . 00585
Maple Village 9836 9-30-94
4-5-95 0. 005600 0 . 002393
Carriage Park S6 10144 11-17-94 8-10-95 0 . 015840 0 . 00959
Carriage Park S25 10040 11-23-94 5-11-95 0 . 003600 0. 00310
Upwd Int. (Waddell) 11044 07-17-95
NO 0.015000 0 . 01500
Twin Pines RV Park 11269 08-14-95 8-27-96 0 . 007320 0 . 007184
1994 ANX incl. 053 ESBFT9 08-30-95 12-17-96 0 .144665 . 089045
Car. Vil WQ11473 50025
Heritage Hills 11837 2-7-96
no 0 .066600 0 . 034207
BEGIN SOC 12317 9-16-96 I
PARKVIEW APTS NO 0 . 008640 0 . 00864 d 0 .69136
INGLES MARKETS 12924 10-Z1-9611
NO 0. 006900 CARRIAGE PARK S14 0 . 00690 0 .68446
13032 11-27-96 J
NO 0 .006840 0. 00684 i 0.67762
CARRIAGE PARK S24 13370 2-2�7�
) No
0 . 014760 0. 01476 0 .66286
}TOTALS TOTAL SOC FLOW PERMITTED: 0 . 037140 REMAINING: (' 0 .66286 j
TOTAL FLOW NOT TRIB:
0 .298034 I

tate of North Carolina
Department of Environment, pA(
Health and Natural ResourcesJ
Division of Water Quality `11
James B. Hunt, Jr., Governor '
Jonathan B. Howes, Secretary p E H N �i A. Preston Howard, Jr., P.E., Director
'Yb� r�� s�nindn0tf�3idrtst!
March 13, 1997 1P61 8 f 8VN
MR. BRENT STYLES
OUR INVESTMENTS, INC.
205 BIG VALLEY#48
JOHNSON CITY, TENNESSEE 37601
Subject: Application No. WQ0013580
Stanwood Mobile Home Park
Sewers-PfWF16`
Henderson County
Dear MR. STYLES:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 12, 1997. This application has been assigned the number listed above.
Your project has been assigned to John Seymour for a detailed engineering review. Should there be any
questions concerning your project,the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact John Seymour at(919) 733-5083 extension 546. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sinc ely,
Co een H. ullins, P.E.
Supervisor, Permits &Engineering Unit
cc: Asheville Regional Office
Laughter, Austin & Associates, Inc.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

LAA 92-341
i
State of North Carolina
Department of Environment,Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) J
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERSm
N r`O irn
I. GENERAL INFORMATION: CD
a
OUR INVESTMENTS , INC . co
1. Applicant (corporation, individual, or other). z
2. Print `Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Brent Styles President
3. Mailing Address: 205 Big Valley # 48
City:
Johnson Cit,y State: Tn. Zip: 37601
Telephone No.: ( 4 2 3__) 2 85-0 5 8 2
facility, or establishment name - should be consistent with
4. Project Name (subdivision,
project name on plans/specs.,letters of flow acceptance, Operational Agreements,etc,):
Stanwood Mobile Home Park
5. Application Date: 6. Fee Submitted: $
400 . 00
7. County where project is located: ' Henderson
II. PERMIT INFORMATION:
i
1 . Permit No. (will be completed by DEM):
2. Specify whether project is: XX new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing pe#it number and issue date
4. Specify whether'the applicant is public or XX private.
FORM; GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION &PUMP STATION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 10 0 %Domestic; % Commercial;
I
% Industrial; % Other waste(specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Mobile Home Park
3. Indicate any parameter(and its'concentration) that will be greater than normal domestic
levels: N/A
. z
4. If wastewater is hot domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 5 , 000 gallons per day
6. Explanation of how wastewater volume was determined:
21 Units X 240 gpd = 5040 GPD
IV, DESIGN INFORMATION:
1. Brief project description: 8-inch diameter gravity sewers to proposed
package pump station and force main to local utility
gravity system.
2. Name of wastewater treatment facility receiving wastewater: City of Hendersonville
a. Facility permit no.:
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: downstream sewers are acceptable
and adquate to handle estimated 'increased flow from
this project
2 of 10

GRAVITY SEWER EXTFNSION &PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: C
Dia. Length Pipe C or N Min.; Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor. Slope % Slope % Velocity (fps) Vel.(fps) Cover(in)
9 4n nTp Inn n R4 n 89 2 —36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows: i
i
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control rr#easures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
NIA
i
!
i
!
5. Maximum sewer reach length between manholes: 180 linear feet.
6. This sewer line segment occurs between manhole no. 1 and manhole no. 2
7. Does the owner/operator have the ability to clean this length? XX Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes XX No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
N/A!
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections:
N/A
3of10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltradon test rate: 10 0 GPD/pipe dia. in./mile.
Note: Must not exceed 200 GPD/pipe dia. in./mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies?XX Yes _No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? X)L Yes —No
c) 10 ft. horizontal separation from water mains or 18 in:vertical
separation (water over sewer) or ferrous pipe specified? XX"Yes —No
13. Are manholes subject to flooding? _Yes XXNo
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _Yes -No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes —No
16. Identify (by manhole number) those manholes that are vented:
17. Does this project involve any stream crossings?xx yes _no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located: cr t S at ol$reYimat�� STD! Q1' 70
DIP shall be used under stream. with- sufficient depth as shown
on profiles and:shall 'e3ctend to approximately 20 feet either ,
side of branch.
4 of 10

GRAVITY SEWER EXTENSION&PUMP STATION
PAGE 5 of 10(4/91)
V. PUMP STATION INFORMATION '
1. Pump Station No.: 1 (A separate sheet VA through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Shepherd Creek
3. Classification of closest downslope surface waters: C (as established
by the Enyironmental Management gommission &specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200:
N/A
5. What size pumps are provided? 2 S GPM
6. How many'pumps are provided? 7 -
7. What is the maximum capacity of the pump station? 5, 0 0 0 GPD
8. What is the design total dynamic head?' 6 5 feet
9. How many pumping cycles will occ?r at the design flow rate? 3 . 8 cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen xx
Fillets in Wet Well xx
Check Valves and Gate Valves ! xx
Security Fencing xx
Lockable Wet Well Cover i xx
Area Light xx
110V Electrical Convenience Outlet xx
Flood/Buoyancy Protection xx
High Water Alarm xx 'Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation! Elevation Velocity(fps) Vel.(fps) Cover(in)
- 2, - 1 4 6 n PAM 490 0_ 2
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? _yes XX no
13. Is pump station subject to flooding?' —XX- yes _ no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
15. Are there existing or planned pump stations downstream of this station?_yes XX-no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EXTENSION 8r PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor(see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 ininute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map'copy.
u The application may not be submitted until this form is completed and included with the submittal.
1. Applicant(corporation, individual, or other): OUR PNVESTMENTS , INC.
2. Name and Complete Address of Engineering Firm: Laughter Austin and Associates ,
PIA , 131 Fourth Avenue Fact , Hende mnirille , M f 2 87 2
City: State: Zip:
Telephone No. 704-647-9nR4 or 1 -900-9SA- 5763
3. Project Name: Stanwood Mobile Home Park
4: Pump station design flow: GPD; 2 S GPM
5: Name of closest downslope surface waters: Shepherd Creek
6. County(s) where project and surface waters are located: Henderson
7. Map name and date:
8. North Carolina Professional Engineer's Registration No. 4 n 66
`,,.�� CA/l0j�•,
9. Print Name of Engineer Inn H. i Pughter, P F
.�FESS10
,I,ti !�
10. Seal and Signature(specify date): '=jam � ' F
p SEAL
No.4066
0 FNGITA ..* 4C1,c
6 of 10

1.b: lk, ;`Ctg3516.!'Q Fi;!iL l�l
Post-It'Fax Note art - pages
L124
.lOePt. 0 Co.
..i..,,S„1'•,S Phone N Phone M •�.••--
:.y;i ✓ " ` Fax N Fax tt
OY �i 1�OtVAL"Kb'AT-kR'-Q9 11if $JIF
!•. ,.,; 1P1em.pirovidc zpss•v ''th rhe.cdasst#iCat3oo of the surface waters identifi ned in llnUer'.5 ;
' � 1q+w�ott 4if�xttsctted s!��rae�e .. :" • �`� '' �
s „ , Sys N �� � .. � t ,;.:•:
• � ipc nt",s�.-�t���warms �' r'r ��_.:C�E��y �� ... . . .
` gdfication(maasiabitshiA by the;�hYatgtlmentaf rah nf.�smta skd®s�)
Op
®f iteiotial office:perststtni: �„ ""' � -date ''
t' IINSip(tJ
IIti bred r tv termiaty.whetlr>r pruvasions for dual br standby pgwtV hds }x'r t, M tdRe
4£ject Ncillm,, the clessificadion of the ulmsrrt daswnsdok surface`vines (tfte suftfatl0 W& rS that
fY bvddiow frotax the facllity-WoulB h'ow to.wI v1 d} trust tre rdetefjWfied IOU �
{ &wd nAt,,diis.formj.with itstus.l throuSh 1()bOrh p'Wed,to¢tom apptopTi�te-hvisd®n of M .
t d ikionai v iWr Qt",iY Sitiiervfi6k,.(. e a 6efird iWng) At h trains tti mug
1�y 11'•'copy od;thepgrtlbo of,a 7.5 ffiimat V I IS Tc4 gzT9phis Meg�eiaibd � s
' .sttblect sttrf#�cir webers $b1l:ittitse i3tify tdae it7t36ttn of 13ae �cilty 9rd the t dast:5 do� Yope
09640:tvtsters. (waters'for wiii0i you arb; tsestiag the Classdfleatio , ott ttge Subtttdtted,m `c
'19 tioti ma}`net sulStatitaecf utfkii'fhH form z�cotxspl�tiiztlut��raitlt tits
`. f , i,. Appdfcant(t:t�•ptsi°�+t2t,Rndavzdu¢J,:t�P'�tlse�z.�:f �tJd� tsP1'E�TASENTS , Id�G.
2. Floe and a A�asxx n� �oc�a;tes
•�• '•`=�=3.,,,'37 FOtiY•'ll—��m�'+��t,..,,.��.5'rNAtia7�Psnn�r� 9 7�;.:''td f'.e �.�.^s..9.��`2
�. City;. _ __ . t :•_ _ . zafd
Ieicpi?oae'd ®.
3. Pw*tNam:
Punop mbdbn afxSl tt fICIW m ._, fsY13, w Cx
. � �. ld :�bf:�lc3��st rllts�itd{�p�sitgf'u `atess'.:.��� � � G �� • �s ` z
t Utintjr(g)-whete fl j tmudsm WeWltem
�. p amm and dates
$: •Ntrtzfr CQl3ttoissiottat �f etrstrao ian bL
I 99 'pri ni:Name of�e}�iset ca ._ ki i,—+��,i;r U- r_ Y�(atl ` ,• ,
lqx
Lik
6 of 10
E d . . }
ggsd SG2 bOL eat o0 9u'° eT 6o!t .

I � '
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washingtorl,Regiooal WQ Super. Raleigh Regional WQ Super,
59 Woodfm'Place P O Box 1507 3806 Barrett Dr.,Suite 101
Asheville, NC 28802 Washington,NC 27889• Raleigh,NC 27609
704/251-6208 919/946-6481' 919R33-2314
I
Avery Macon Beaufort j Jones Chatham Nash
Buncombe Madison Berrie 'Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell } Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck ;Perguimans Halifax Wake
Graham Swain Dare { ,Pitt Johnston . Warren
Haywood 7tartsylyania; Gates Tyrell Lee Wilson
Henderson Yancy Greene Washington
Jackson l Hertford j Wayne
Hyde .
I
I
Fayetteville Regional WQ Super. Mooresville Regional WQ Super. Wilmington Region,WQ Super.
Wachovia Building,Suite 714 I, 919 North Main Street 127 Cardinal Drive Extension
Fayetteville,NC 28301 Mooresville],NC 28115 Wilmington,NC 28405-3845
919/486-1541 704/663-1699 919/395-3900
Anson Moore Alexander j Mecklenburg Brunswick New Hanover
Bladen Robeson i Cabamrs Rowan, Carteret Onslow
Cumberland Richmond I Catawba .Stanly . Columbus Pender
Harnett Sampson j Gaston Union Duplin
Hoke Scotland + Well Cleveland
Montgomery 1 Lincoln
I I ,
i I
i
Winston-Salem Regional WQ Super.
8025 North Point Boulevard,Suite 100
Winston-Salem,NC 27106
919/761-2351 j
I
I.
ALunarrce Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford I
I ,
I
I
I I '
1
� 1 I
j '7of10
I
� I

GRAVITY SEWER EXTENSION &PUMP STATION
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL.
Required Items
a. One original and three copies of the completed and appropriately executed application form..
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities.Each sheet of the plans and the fast
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
C. Three copies of all calculations; including,pump selection; friction calculations, cycle
time, pump curves (including system curves applicable with one pump runnings two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
& The appropriate permit processing fee, in accordance with 15A NCAC 21-1 .0205(c)(5).
C. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the W" specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

Gi?AVTi'Y SEWF-F "-^CPNSION &PUMP STATION
PAGI?9 (4/91)
Name and Complete,Addrejs of l?ogiueening um � g-h er—At'S t i n' and A g g oc j tes t'
P,A. , 131 Fourth Avenue' East'
City Hendersonville � ' State; Zip; quip
Telephone No. 90 692-9089
I
Professional Engineer's Certificaliont i
J0N Il. LAUGHTER i sanitary sewer
I, ,'attest that this application for
extension (Pump St a, & Fl{) •+ I•i` has beeq TgyieWed by Tng and is a�rNrat&
and complete tq tlje best of my knoWledge,' fn�theT attest that t4 the 4?est pf tF1Y kngwledge the
proposed design has been prepared to AccordpAco�p the applicable Tegulapons, tllthotlgh certaltl .
portions of this submittal package may MY5. berth deYeloped by•otheT profes$tonals, incINSIAR Pf
these materials under my signature,and sea► sjgpi es that I have Tpyie 41 (hls.inatgTtal ltitd htiYg
judged it to be 90 $istent With the proposed d"'Ofn,
North Carolina professiopal l ugineer's lZ9g}stT�tio�,Nq,,n,,
Prtnt Name of Engineer TOO' L�y1 a`1t4 'Oi�''�
Seal and Si ature (specify date): ;il '(a,; sEAL j _
D.4066
1
I"',.,���,�• LAG'°,•
A licant'sI'ertlf eatlPtte
•�� tS.�;1 � aaeat that this application fpr sanitary sewer
I, ,
extension mp sta, & FM)
has been reviewed by me and is accurate an� Putnplett%to the iTest'Rf toy knoWledge, ►Nndt Tstand
that if all required parts of this application pTcr not completed and that if all required 4iipp*119
information ,and attachments are not tgclluded� this application package Will be retnrned as
incomplete.
Signature VA;A�L�, %tNIn1 j —Date
THE CPMPLETFo gPPUCAT{ON,P.ARKAGE,{NR4 PP{NG ALt SUPPPRT{NG
{1yFO8h14T{pN4IVq 04TERWA SHPf1LP PE SENT TATIM FOI- GWING 4,I)PR9 ;
NORTH CARQLMA AIYISIQN: RNYTRONMLNTAI, MANAGI~M>✓NT
WATER 91041,I'I'Y SECTION
PERMITS AN �NGINFERINQ UNIT
POST O FICE PDX 29535
512 NORTH SAUISTIURY STREET
RAL.F,IQHi NOR If CAROLINA 27624-0535
TELEi'IION ,NUIViiitR,, 9I9/733-50Sd
9 pf 10
' I '
; ii

GRAVITY (SEWER EXTENSION &PUMP STATION
PAGE 10(4/91)
PERMIT APPLICATION PROCESSING FEES
(effective Octobir I, 090)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
botnestic/Cooling Water $400 1 $300
l0,ix)1 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water ,$400 $250
t,00I - 10,000 GPD
Industrial $400 '' $200
bomestle/Cooling Water $400 $200
,1� or= 1,060 GPD and i
Single Family Dwelling $240 $120
i
Sludge<or= 3o0 Acres $400 - $250
I�I,:I•;Sludge y 30o Acres $4b0 $250
gewer Extensions
(hohdelegated) $400 0
9bwer Extensiohs
(delegated) $200 ' 0
I ,
Closed-Loop Recycle '
or Evaporative $db01 $200
NOTE., The .Fees toe Soil Htirt¢dlattoti, Ptojer:ts are the same as for Sludges,
Under the"Se*df, �kt�h§l0tlt,l+pe,'',°delegated to tnutilcipalities" applie§
only to tho§e oV@rttmetital Jurisdlctlon§ that have specific delegatioh
review author ty, a '":granted " by the Divlsgon of Environmental
Management,
l0 of 10

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k�lease.provide me with the•cfhssifidatwfi of the suiface,waters identifietifii} rlu"r
• r:;'S�1$iVv.'gtii4C�h'tiheattgched'ei5ap:s¢gifient.�..� - . . :�. .:
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,;j..• `..�;; . . me. :waters:.-5. ... . ... .. ,. . - :. .
w.Classificatioa:(as esiatilished by the »vironmentai atiagetaent:Cointnission).
roseai�sston;:.t ':iil �;
agate dfke ib"'Mit:e:persaniiel
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to.detetmitte.whtffidr:provmoils foi dual or staittits" 'po�ver iiiay Iie iequii��:ftSx t11e i :;
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f ': iiy oVetflow:fitrnn,the'fgcility+- �vouia tiio v't13 flj must be xletetYtt4ned.' You.�re'" g1i tl:to f
sttbmit-this.formi.with items.I airovgh,l,Cl cotinpieicil,to!theapptopsri to l3ivision of Etiviro ttfental '.e'•
14 rlag�utent] git�ttial-vVater:Qualiry tiler r.';(see ttactiedlist tig);'.At ii witi ittutid : .':iitust
by .1.1 ao y of tlte. nn o� a 7.S iziinitte'US 'TdPbgiitPhio Mapivlkip�$
`•;;{.' :sutijeet sta f»Ce Waters. .Y.ou Mt kiT�et 66 the iti6 A——f'the f gciiity atttl flit Closertto(v tslo
,snt£ace.waters. (waters-for whictr you:ai+Z;tequestih9 the classiftcatioh)�.on tM-submitted
#Pip.CiLtion may not be•submitted.ttrittl this.fbmlA c siiiplrterl"Arid;,!tiitludeii'v
J 1.. Applicant(poi post oti;individual,:&'other):;
OUR •' .T�i $&fMENTS~: iNc:
`. L•aukhx. Atisa»:; —
::^: .:: 2.., 'Namt:and:Comiilete:Address'©£EngineeriUgBitril:^
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�•. Telepitone.•No:. '�ba tia'? � 4nRa ��'�o�. , z�'�s�o��5 '.i'�: `. -
3: Project Name
.:,:..: ... PD;
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statiim.desigti flowb
•tits�itVn'slope stiftface waters � ,, �;f•.
rbject and S11t Ce Watets aT 10CatCClt NPn Pfi Seri
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tlafe:
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oiina pro£ I 1tutP�f' _ i,,�esg cifratl'E 5"%tC$isttritiori No`� ' :. .' ...
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:
E'd 99SL 862 170L 60:60 ,96. BT• A 14

s McGM
J
A S S O C I A T E S •"'
4241cAZT,
PDecember 17, 1996
OEC 23 toc
Mr. A. Preston Howard, Jr., P. E.
North Carolina Department of Environment, DIV.IOF.WATER QUALITY
Health, and Natural Resources D R OTOR'SOFFICE--
�t
Division of Environmental Management
Post Office Box 29535 BAN 2
Raleigh, North Carolina 27626-0535 4 1997 1 t11
iYtiTER p �J
RE: Permit No. W0001.1�4ER Ee_ 1pyq�oFr FrF
City of Hendersonville 1994 Annexation-.
Sewer System Improvements
Henderson County, North Carolina
Dear Mr. Howard:
u
Work associated with improvements for the Sewer System Improvements for the City
of Hendersonville 1994 Annexation Area has been completed. The following certification isa r.
provided: ,
iT• ...-
ENGINEER'S CERTIFICATION J =
c='
I, M. Keith Webb, as a duly registered Engineer in the State of North Carolina, having s
been authorized to observe periodically the construction of approximately 28,000 linear feet of
8-inch gravity sewer for the City of Hendersonville 1994 Annexation, Permit Number
W00011473, to the City of Hendersonville, 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 the approved plans and
specifications.
Sincere,,,,,,,,,'
1 YES, P. A.
M ' B$:'P.&.
MKW/jww
cc: Ezra Allman f g The Division of Water Quality hereby
acknowledges receipt and acceptance of this Engineers
webb/94273.01/letters/ahl6dec6.doc Certification
E n g i n e e r i n g P l a n n i n g • F i n a n c e
McGill Associates, P.A.•P.O.Box 2259,Asheville,NC 28802•55 Broad Street,Asheville, NC 28801
704-252-0575 • FAX [phone]

IoA
40 TO. STATE REVIEW GROUP 01/23/97 1L
DIVISION OF ENVIRONMENTAL MANAGEMENT �n(f
STATE REVIEW GROUP REVIEW ENGINEER: Mat Williams 1
_-FROM Forrest R. Westall �*WQREGI UAL S I 'OR
ASHEVILLE REGIONAL OFFICE
REGIONAL OFFICE CONTACT: Paul R. White
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0013369
PROJECT NAME: Carriage Park Section 24
Pump station and force main to collect wastewater
from gravity system permitted to the City under
WQ0013370 and discharge to City system.
Dale A. Hamlin
Carriage Park Development Corooration
2827 Haywood Road
Hendersonville, NC 28739
Henderson County
1)` Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 .2 MGD
3) NPDES Permit No. : NCO025534 Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 12/1/95 :
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
none - flow permitted under WQ0013370
domestic: 100e industrial: other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 . 294624 MGD. See table on following page.
7) Regional Recommendations: APPROVAL
An SOC has been executed which will allow additional flow while
additional treatment facilities are being built . It is recommended
that the project be approved.

CITY OF HENDERSONVILLE SOC
SUMMARY OF PERMITTED FLOWS
JANUARY 23, 1997 0 .400
PROJE T. .. ., tr., I)A1E Dt�TL ".�iGD _, MGD NOT sic FLoc4
APPROVED CERTIFIED TRIB REMAINING
Lake Pt. Landing 1153 2-10-89 6-15-94 0.062040 0 .04479
(Cherry Branch)
Carriage Park S2 2955 2-8-90 0 .010800 0 . 00680
Sugarloaf Apts. 7491 6-25-93 5-17-94 0 . 017205 .012205
Bright Oaks Subd 8224 9-3-93 3-16-94 0 . 009000 . 001500
(Country Meadows)
Carriage 'Park P1S3 8288 9-3-93 3-16-94 0 .004320 0 . 00207
Appleland Bus. Pk. 9046 4-18-94 4-IG-95 0 . 022000 0 . 01879
Carriage Park P2S3 9479 6-30-94 8-10-95 0 .008640 . 005703
Spring Arbor 9715 8-15-94 no 0.003600 0 . 002667
Sharon's Crossing 9732 9-13-94 no 0 .009600 0 .00635
Maple Village 983G 9-30-94 4-5-95 0 .005600 0 . 002393
Carriage Park S6 10144 11-17-94 8-10-95 0 .015840 0 . 01044
Carriage Park S25 10040 11-23-94 5-11-95 0 .003600 0 . 00310
Upward Interchange 11044 07-17-95 NO 0. 015000 0 . 01500
Twin Pines RV Park 11269 08-14-95 8-27-96 0 .007320 0 .007184
1994 Annex incl. ESBFT9 08-30-95 no 0.144665 .089045
. 053 from Car. Vil 50025
Heritage Hills 11837 2-7-96 no 0.066600 0 . 034207
BEGIN SOC 12317 9-16-96 NO 0.008640 0 . 00864 0 .39136
PARKVIEW APTS
INGLES MARKETS 12924 10-11-96 NO 0. 006900 0 .00690 0 .38446
CARRIAGE PARK S14 13032 11-27-96 NO 0.006840 0 . 00684 0 .37762
TOTAL SOC FLOW PERMITTED: 0.022380 0 .37762 )
TOTALS
TOTAL FLOW NOT TRIB: 0 .284624

_ S
P
MO TO: STATE REVIEW GROUP 01/23/97
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE REVIEW GROUP REVIEW ENGINEER: Matt W' 14ams
.-FM: 'Forrest R. 'viestall, AIQ REGIONAL SU EiK UR
ASHEVILLE REGIONAL OFFICE
REGIONAL OFFICE CONTACT: Paul R. White
SUBJECT_ PROCEDURE FOUR (4) Alt/
APN: WQ0013370
PROJECT NAME: Carriage Park Section 24
Gravity sewer system, to discharge to City sewer
through private pump station and force main
permitted by WQ0013369 .
Ezra Allman, Director
Water and Sewer Department
P.O. BOX 1760
Hendersonville, NC 28816
Henderson County
1) , Name of wastewater treatment plant to receive the wastewater: -
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 .2 MGD
3) NPDES Permit No. : NCO025534 Expiration Date: 9/30/00•,
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 12/1/95 :
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
14, 760 GPD
domestic: 100% industrial: other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 .294624 MGD. See table on following page.
7) Regional Recommendations: APPROVAL
An SOC has been executed which will allow additional flow while
additional treatment facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.

CITY OF HENDERSONVILLE SOC
SUMMARY OF PERMITTED FLOWS
JANUARY 23, 1997 0 .400
PROJECT k J + DA- DATE MGD '~ -MGD -NOT' soc atow
APPROVED CERTIFIED TRIB REMAINING '
Lake Pt. Landing 1153 2-10-89 6-15-94 0 . 062040 0 .04479
(Cherry Branch)
Carriage Park S2 2955 2-8-90 0 .010800 0 .00680
Sugarloaf Apts. 7491 6-25-93 5-17-94 0 . 017205 . 012205
Bright Oaks Subd 8224 9-3-93 3-16-94 0 .009000 .001500
(Country Meadows)
Carriage Park -P1S3 8288 9-3-93 3-16-94 0. 004320 0 .00207
Appleland Bus. Pk. 9046 4-18-94 4-16-95 0 .022000 0 . 01879
Carriage Park P2S3 9479 6-30-94 8-10-95 0. 008640 .005703
Spring Arbor 9715 8-15-94 no 0 .003600 0 . 002667
Sharon's Crossing 9732 9-13-94 no 0 . 009600 0 . 00635
Maple Village 9836 9-30-94 4-5-95 0 . 005600 0 . 002393
Carriage Park S6 10144 11-17-94 8-10-95 0 .015840 0 .01044
Carriage Park S25 10040 11-23-94 5-11-95 0. 003600 0 . 00310
Upward Interchange 11044 07-17-95 NO 0 . 015000 0 .01500
Twin Pines RV Park 11269 08-14-95 8-27-96 0 .007320 0 . 007184
1994 Annex incl. ESBFT9 08-30-95 no 0 .144665 . 089045
.053 from Car. Vil 50025
Heritage Hills 11837 2-7-96 no 0 . 066600 0 . 034207
BEGIN SOC 12317 9-16-96 NO 0 . 008640 0 . 00864 0 .39136
PARKVIEW APTS
INGLES MARKETS 12924 10-11-96 NO 0 . 006900 0 .00690 0 .38446
CARRIAGE PARK S14 13032 11-27-96 NO 0 .006840 0 .00684 0 .37762
TOTAL SOC FLOW PERMITTED: 0 . 022380 0 .37762
TOTALS
TOTAL FLOW NOT TRIB: [0 .284624 _

tate t North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality 4 • •
James B. Hunt, Jr., Governor 5 '
am
Jonathan B. Howes, Secretary N
A. Preston Howard, Jr., P.E., Director �I, JAN I I
Jl L
1VAiLR OuAuiy SCcl101,
ASHEVILL REGIONAL OFFICE
January 15, 1997
MR. DALE A. HAMLIN
CARRIAGE PARK DEVELOPMENT CORPORATION
2827 HAYWOOD ROAD
HENDERSONVILLE, NORTH CAROLINA 28739
Subject: Application No. W00013369
Carriage Pk Section 24
Sewers-Private
Henderson County
Dear MR. HAMLIN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 14, 1997. This application has been assigned the number listed
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Matt Williams at(919) 733-5083 extension 509. If the
engineer is.unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
Coleen . Sull its, P.E.
Supervisor,Permits &Engineering Unit
cc: Asheville Regional Office
William G. Lapsley &Associates,P.A.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
n1/1/11 An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(fIIIS FORAf AfAYOE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE S2,WERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): CARRJ/VGE Pfllz/� D CORP.
J
2. Print Owners or Signing Official's Name and Title (the person who is Icgully_,
responsible for the facility and its compliance): DRLE A 1qH1;IGIN -
66V /ylgA1465I? Pff�.D6VCQ6PN0— VZ_ 1 flyg/o
3. h4ailing Address: 2827
J
City://0- VPQ2—'W/UWLLC— State: /U C• Zip: 73�
Telephone No.: ( ZK14' •�Zz7- 720
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
e WZRIA66 Pf}Rk —.SCCT/9N 24. Gel E /�S/�l y����(y-�
5. Application Date: 1 �lD �?7 6. Fee Submitted: $ �VV,50
7. County where project is located:
II. PERMIT INFORMATION: /
1 . Permit No. (will be completed by DEM):
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of cacti). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number .N lq and issue date
4. Specify whether the applicant is public or X private.
FORM: GSPS 4/91 Page I of 10

GP.AVITY SEWER E...—zNSION &PUMP STA'r
PAGE 2 (4191)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: )00 % Domestic; % Commercial;
% Industrial; % Other waste(specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital,commercial, industrial, apartments, etc.:
T?F-51D-EA1T1.9-L SG10211//511961
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: NONE
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/L1
5. Volume of wastewater generated by this project:J44760 gallons per day
6. Explanation of how wastewater volume was determined:4) SINGLC
MMILY GO75 (41 X360)
IV. DESIGN INFORMATION:
1. Brief project description: & C a E(,47�9R 2125 Z-
��LyC=1Z
2. Name of wastewater treatment facility receiving wastewater:
a. Facility permit no.: AIC OOZ55Y4
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: e �O — 1z ,5�25
�A�e Ancnu,�r� rzcs�y � �nA 1TY
2of10

GRAVITY SEWER EX i=NSION & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: Al
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope% Velocity (fps) Vel.(fps) Cover(in)
�K 71 ?4 P—VC- 0,&3 Q.qO 3U55 c0, 29 I9 �
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
/CL.SO PIPE RE�G!/f��; P/PE I�EY/�1G
le6ea/RED ; 9/69145W4,17-1A1 N1_10Ze7 f�EPGII>z[�
5. Maximum sewer reach length between manholes:�5 linear feet.
6. This sewer line segment occurs between manhole no. 12 and manhole no._)6
7. Does the owner/operator have the ability to clean this length?_X_Yes No.
8. Sewer subject to existing or planned traffic bearing loads? _ X Yes No.
If yes, what measures are being taken to enable the sewers to withstand the.loads?
36
9. Outside drop manholes are provided where invert separations exceed: 215 feet.
10. Identify (by manhole number) those manholes that have drop connections: /t/
3of10

GR ITY SEWER EXTEND
PAun 4 (4/91)
1 I. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 26B GPD/pipe dia. in./mile. 100 GPD/ pipe dia. in./ mil
1C0
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? _ Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? _Yes _ No
c) 10 ft- horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? _Yes _No
13. Are manholes subject to flooding? _Yes XNo
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, lgl,6 Yes _No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): N/�Yes _ No
16. Identify (by manhole number) those manholes that are vented:
17. Does this project involve any stream crossings? _yes X no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required hems
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, [lien a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4of6

GRAVITY SEWER L...ENSION & PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: a.r -1 69/W C7FE4/<
3. Classification of closest downslope surface waters: AIS ,ZV- (as established
by the Environmental Management Commission &specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being im lemented to prevent such impact as
required in 15A NCAC 2H.0200: FMYY C-rC�tITJ2
5. What size pumps are provided?_ # 39,d GPM
6. How many pumps are provided? Z C-A0
7. What is the maximum capacity of the pump station? fS�, � GPD
8. What is the design total dynamic head? �'J2 feet
9. How many pumping cycles will occur at the design flow rate? Z cycles per hour
10. Check if provided pump station:
Alternate Power
Source
Wet Well Vented with Screen
Fillets V Wet Well _l1C�_
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover yE5
Area Light yE5
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm Y4525 Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? _ yes _no
13. Is pump station subject to flooding? yes —X- no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump stations downstream of this station?-X—yes _no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.]HE t7ClST/NG DOl(INSTR6q/q L/FT57'RTIDN PaApc?S
7b THE GRAI//TY 55VER 5YS70M, Cx?PJ0TY/S ADEQU q7E,

GRAVITY SEWER EX' SION & PUMP STATI,
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment: ,L
Name of surface waters: a\T � s640 GT6 Ek
Classification (as established by the Environmental Management Commission): rif�5
Proposed Classification, if applicable: ✓t/
Signature of regional office personnel:, //u�U1'�� Date: / /0-97
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor(see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other):(LI� P47U DELI 090
2. Name and Complete Address of Engineering Firm: A1114[1-hw 6 M;25LX
City:1401 State: Nr Zip: ��73Gl
Telephone No. (7t4F,)6 97- 73,Y4
3. Project Name: 9-4
4. Pump station design flow: �9�� GPD; 2.5 60 GPM
5. Name of closest downslope surface waters: U,T -/V 1,5A40 c/�-CL'!. \
6. County(s) where project and surface waters are located: 14i2N25E`S0/y
7. Map name and dater
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer JONN B, JC-7�
10. Seal and Signature (specify date): °°` SN 0AR0 �'••
.Z :�O``SSI006 9 asp
C 0180
s�
I
6of10
..........NE. <,k,Q,•c

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Woodfin Place P O Box 1507 - 3800 Barrett Dr.,Suite 101
Asheville,NC 28802 Washington, NC 27889 Raleigh, NC 27609
704/251-6208 9191946-6491 919/733-2314
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Berne Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck Perquimans Halifax Wake
Graham Swain Dart Pitt Johnston Warren
Haywood Transylvania Gates Tyrell Lee Wilson
Henderson Yancy Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQ Super. Mooresville Regional WQ Super. Wilmington Region.WQSuper.
Wachovia Building,Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayetteville, NC 28301 Mooresville, NC 28115 Wilmington, NC 28405-3845
919/486-1541 704/663-1699 919/395-3900
Anson Moore Alexander Mecklenburg Brunswick New Hanover
Bladen Robeson Cabamrs Rowan Carteret Onslow
Cumberland Richmond Catawba Stanly Columbus Pcnda
Harnett Sampson Gaston Union Duplin
Hoke Scotland well Cleveland _
Montgomery Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard,Suite 100
Winston-Salem,NC 27106
919n61-2351
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
7of10

GRAVITY SEWER EX___ISION & PUMP STATI
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities.Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications..
f. An Operational Agreement (original and two copies) most be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EK `SION & PUi\•IP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm:
/ems/1Tl /l —Ul �1= /�Gcl Y
City: iC/l <39A State: N• C, Lip: 20739
Telephone No.
Professional Engineer's Certification:
I. J917IN 13 , JCT� attest that this application for C�1�R�fr<CrF
pAe/,, — ,5EC- jlr 27 has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 21J�g�
Print Name of Engineer JOWI A
Seal and Signature (specify date): ES L�9�y''
E
yyegK
s R
Applicant's Certification:
I, DKLC- A I�AM1-11i) attest that this application for
PAR/ -.S -cTIaN 2l
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 applic tion are not completed and that if all required supporting
information and at hments are t included, this application package will be returned as
incomplete. h
Signature Date �d
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLO IVING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPIIONE NUMBER: 919/733-5083
9 of 10

GKAVl"i'Y SEVrLR EX i cigS1UN & I UNIP STATI,,
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
Domesdc/Cooling Water $400 $200
< or= 1,000 GPD and
Single Family Dwelling $240 $120
Sludge < or= 300 Acres $400 $250
Sludge > 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
l0 of 10

Ll -r a
IX
I
-
wl .
4�11
lz
V,
V&I
-ki
X k za
\kl

Section GRINDER Page 109
Dated SEPTEMBER 1993
ZiIT71 Performance i
Curve
RPM: 3SOO Discharge: 2"
225
-- - -- - — MODEL MAX.IMP
SPG WG2HX750 6.87"
6gJ„ ---------- --- --_ -- SPGH/G2HX500 6.75"
60 200 O1 SPGH/G2HX300 5.25"
__ NOTE: 6.87'trim is a different
SPGH G2HX 750 impeller/volute combination.
—-- Refer to factory for trim —— —— -
175 — — — — — — selections beyond 6.75'. — —
50 - -- --- --
- - - --- -- -- - - -- - - - -
- --
150 6pS, -�- - -- --- - -- - -�- - ---- - - --
40 -, - --_ - - -SPGH/G2HX500 - ---- -
s,7SDlq,- --- -- - -- ----- - - -- - - - -
W
S?SD/ `-- - - - _ -- - - - -
a.I— -� -- — — --- —
,75
20 47SDlA. -4- -
- - - ---- ---- -
?. IA•- - ---- - ---
10 -
25 SPGH/32HX300
U.S. GPM 0 15 30 45 60 75 90 105 120
M 3/HR 5 10 15 20 25 30
Operating point must fall within curve.
Conditions of Service:
r AURORA PUMP A UNIT OF GENERAL SIGNAL GPM: TDH: HYDROMATIC'" PUMPS

75�Y-9" t S(.^#,au'o4d gauo4d
IN� JN'10 Ke tom. JItlaaloo
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S '45;o p b by j�a,ea LL9L 9ION xe3_HSOd
/� 3ltlaS
S££L`L69 0701) XV3 • b££L-L69 (b0L)
Siva A903N33H3 £6L8Z VNIl08V0 H18ON '3111ANMJ30N3H
�iJ z 9V9 xog G0140 lsOd
c, 3iva r Aea3ivlrolvO AL'My9IH aIIIAa4sV S£9i
sIauueld puel pue sJaau12u3 5u13lnsuo0
30 'ON 133H5
ear
V'd 'SaluloossV IR Salsde7 ,9 UIeIIIIM

tate of North Carolina
Department of Environment,
Health and Natural Resources ,
Division of Water Quality
James B. Hunt, Jr., Governor Ad L
Jonathan B. Howes, Secretary p E H N F1
A. Preston Howard, Jr., P.E., Director
January 15, 1997 JAN 1 1991
MR. EZRA W. ALLMAN --
CITY OF HENDERSONVILLE `NA1CR pppriry;i eTlorl
PO BOX 1760 AyH[�ILIEREGIOEdALOFFICE .
HENDERSONVILLE, NORTH CAROLINA 28793
Subject: Application No. W00013370
Carriage Park
Sewers-Public
Henderson County
Dear MR.ALLMAN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 14, 1997. This application has been assigned the number listed
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Matt Williams at(919) 733-5083 extension 509. If the
engineer is,unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
\ Coleen H. Su ns, P.E.
Supervisor, Permits &Engineering Unit
cc: Asheville Regional Office
William G. Lapsley & Associates,P.A.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
too An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other):G7�1 V'f
2. Print Owners or Signing Official's Name and Title
�(the
/1person who is legally
responsible for the facility and its compliance): 60? ZV� Azzmll�
3. Mailing Address: F1101 �13DX 7�� -
City: State: AJC Zip: 2� 3
Telephone No.: ( 20 1 69" 7.,30,3
c_=
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.)T -'
5. Application Date: L— R)'O17 6. Fee Submitted: $
,
7. County where project is located: �/ 00ZC;CN
Tf. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of renewal or modification to an
existing permit, list the existing permit number AV II and issue date
4. Specify whether the applicant is public or private.
FORM: GSEA 4191 Page I of 6

GRA" 1` JUY;ci. LXTE-NS1
PAGI 4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater.Z00 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
9 nral/T A ,503)91 c//S10/J
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: / ffl/VC-�
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
t
5. Volume of wastewater generated by this project: /4.760 gallons per day
6. Explanation of how wastewater volume was determined:4J 5i/l/GUg-- 12202/GY
Lon 41 x 3&V GPD)
IV. DESIGN INFORMATION: �+�
1. Brief project description: O V 60146C7V SEWQ S —2125 LF
2. Name of wastewater treatment facility receiving wastewater: f�EiUT�ETZSON / F_
a. Facility permit no.: NG 002t5534
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater:.%O n�M allL—l'7-0j? .56l 6<!T -
I�AVG R-�i.� � 1zEsC2r/E cA�'crTy
2of6

GR TY SEWER EXTENSION
PA1_— 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: /U
Dia. Length Pipe C 06 Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
PUG 20/3 iQ� 3) 2�` z I 5k36 ,36"
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
t
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
/CL.� PIPE RE�G1/RED; P/T'E k�ING _
5. Maximum sewer reach length between manholes: a55 linear feet.6. This sewer line segment occurs between manhole no. /Z and manhole no. /�
7. Does the owner/operator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned traffic bearing loads? X—Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
nvc/sar�- PipE sPEc>r1c� �J1Ml�Icliy/ c�v
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections:_ /
3of6

GRA Y SEWER EX=--NSI
PAGL - 14/91)
11. Maximum allowable infiltration/exfiltrtttion test rate:
Note: Must not exceed?8B GPD/pipe dia. in./mile. 100 GPD/pipe dia. in./mile.
100
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? XYes _No
13. Are manholes subject to flooding? _Yes X No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, t Yq Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): wa/LYes — No
16. Identify (by manhole number) those manholes that are vented: ��r7
17. Does this project involve any stream crossings? _yes X'no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
C. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4of6

1VITY SEWER EXTL-NSION
'',,11 YAGE- 5 (4/91)
Gt
Name and Complete Address of Engineering firm: /1Z11-14-N G, U7 PSf -
City: 98—A/9S)?<424Z 1I J r State: A/ C-I Zip: ;�s739
Telephone No. �' ,
Professional Engineer's Certification:
I, eJflY/V 13, 5, �—� , attest that this application for l'�02146-
9ll& - 5Ee77,67/t/ 24 has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No.
Print Name of Engineer cJD911Y
CARp�
'EESS/p'• �9
Seal and Signature (specifX0 a Ny.•
0180
Applicant's Certification: 2 /
I, 6 ?-e� lid, All&AIV 1, attest that this application for
a�99 - sC-cT�j 24
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature 0-4� Date
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-SO83
5oft

GRE FY SEWER E\'T1=N.,
PAC (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WTT QUT
MODIFICATIONS MODIFICATIONS'
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
I0,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling $240 $120
Sludge < or= 300 Acres $400 $250
Sludge > 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or Evaporative $400 $200
NOTE: The Feet. for Soil Remediation Projects are the same ns for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
6of6

Ka
F
W
Q0009794 4ugust 31, 1994 - v
ENGINEER'S CERTIFICATION
1 �IILIAM LflPSL as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, wY'eb4 IJOthe construction of the
project�l UE�R�C�E V tL1-RS —5EWE{ZbNE NEN1�E(c�OfJUILLE
for the
Project Name Location
Permittee hereby sta hat, to the best of my abilities, due care and diligence was used in the observation
of the cons tructio su at the co truction was observed to be built within substantial compliance and
intent of this p i r d ans pe ifications, and other supporting materials.
_
Signature � 9
'� �� � Registration No.
Date I L 25 (p .• 'eess or a9'
su
6469
OltI "',
i
The Division of Watcr Quality hereby c
acknowledges receipt and acceptance of this Engineers --
�^r �Certification
JAN - 11997
i
...T�:R CUF.LITY SECTION
REGIOWAL OFFICE
I
1
4

November 19, 1996
EZRA ALLMANVE
HENDERSONVILLE, CITY-ASHVL HW
318 4TH AVENUE EAST
HENDERSONVILLE, NC 28793
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. W00000078
HENDERSONVILLE, CITY-ASHVL HW
HENDERSON COUNTY
Dear Permittee:
On October 31, 1995 the Division of Water Quality issued you the subject
permit. One of the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C. , 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility.has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, NC DOT
DESIGN SERV (KP) at [phone]. If the facility has not been constructed,
please contact the Asheville Regional Office at [phone], so that they can
update their records.

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

November 19, 1996
CHRIS A. CARTER
HENDERSONVILLE, CITY-ANNX 94
PO BOX 1670
HENDERSONVILLE, NC 28793
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. W00011473
HENDERSONVILLE, CITY-ANNX 94
HENDERSON COUNTY
Dear Permittee:
On October 11, 1995 the Division of Water Quality issued you the subject
permit. One of the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be, received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C. , 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility has been constructed and placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, MCGILL &
ASSOCIATES at [phone]. If the facility has not been constructed, please
contact the Asheville Regional Office at [phone], so that they can update
their records.
�S��Qu��GONp OFF g6
pSNEV\!-�

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

._:MO TO: STATE REVIEW GROUP 10/28/96
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE REVIEW GROUP REVI ENGINEER: Matt Williams
FROM: Forrest R. Westal ,
ASHEVILLE REGION ZONAL SUPERVISOR
REGIONAL OFFICE C ACT: Paul R. White
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0013018
PROJECT NAME: Carriage Park Section 14
Ezra Allman, Director
Water and Sewer Department
P.O. BOX 1760
Hendersonville, NC 28816
Henderson County
1) Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 .2 MGD
3) NPDES Permit No. : NCO025534
Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 08/1/95:
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
6, 840 gpd
domestic: 100o industrial:
other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 . 368195 MGD. See table on following page.
7) Regional Recommendations: APPROVAL
An SOC has been executed which will allow additional flow while
additional treatment facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.
Post-ir Fax Note 7671 Date -Z
/� pages
To MATT
11- From AR
%6
CaJoePt. a-3*'[6- Co. AR 0
Phone# 73
7
^ W-7 Phone# 'l c-� 6 a O
Fax# Fax It �J
"_ I

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS SO
OCTOBER 28, 1996
0.40
PROJECT WO # DATE DATE
MGD MGD NOT SOC crow
APPROVED CERTIFIED TRIB T'"D MING
Lake Pt. Landing 1153 2-10-89 6-15-94 0.062040 0 . 04479
(Cherry Branch)
Carriage Park S2 29S5 2-8-g0
0. 010800 0. 00705
Sugarloaf Apts. 7491 6-25-93 5-17-94 0. 017205 . 012205
Bright Oaks Subd 8224 Y 9-3-93 3-16-94 0. 009000 . 006900
(Country Meadows)
Carriage Park P1S3 8288 9-3-93 3-16-94 0. 004320 0 . 00207
Appleland Bus. Pk. 9046 4-18-94 4-16-95 0.022000 0 . 02200
Carriage Park P2S3 9479 6-30-94 8-10-'95 0 . 008640 .005703
Spring Arbor 9715 8-15-94 no 0 . 003600 0 .00360
Sharon's Crossing 9732 9-13-94
no 0 . 009600 0 . 00685
Maple Village 9836 9-30-94 4-5-95 0 .005600 0 . 00560
Carriage Park S6 10144 11-17-94 8-10-95 0.015840 0 . 01209
Carriage Pk. S25 10038 11-23-94 5-11-95 0.012240 0 . 00000
(P.S. ) Flow in
10040 & 9479
Carriage Park S25 10040 11-23-94 5-11-95 0. 003600 0 . 00310
Mtn Home Ind. Park 10120 12-7-94
no 0 . 054862 . 054862
Upward Interchange 11044 07-17-95 NO
0 . 015000 0 . 01500
Twin Pines RV Park 11269 08-14-95 8-27-96 0.007320 0 . 00732
1994 Annex incl. ES13FT9 08-30-95
.053 from Car. Vil 50025 no 0.144665 . 076915
Heritage Hills 11837 2-7-96
no 0.066600 0 . 06660
BEGIN SOC 12317 9-16-96 NO 0 . 008640 0 . 00864 0.39136
PARKVIEW APTS
INGLES MARKETS 12924 10-11-96 NO
0.006900 0.00690 0.38446
CARRIAGE PARK S14 13018 9 PENDING
0 .006840 0 . 00684 0 .37762
TOTALS TOTAL SOC FLOW: 0 . 022380 0.37762
TOTAL FLOW NOT TRIB: 0 .368195
.I

-tate of North Carolir—
Department of Environment,
Health and Natural Resources
IT
Division of Water Quality 6
James B. Hunt, Jr., Governor
�-m
Jonathan B. Howes, Secretary ® � ig
A. Preston Howard, Jr., P.E., Director s �9
October 16, 1996 0C
MR. DALE HAMLIN r l 8 if '
CARRIAGE PARK DEVELOPMENT CORP. ASNIR pRA[17YS
2827 HAYWOOD ROAD (FRFCIpN4�OF is
HENDERSONVILLE, NORTH CAROLINA 28739
Subject: Application No. W0001 '
Carriage Park, Sect. 14
Sewers-Private
Henderson County
Dear MR. HAMLIN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 16, 1996. This application has been assigned the number listed;
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project,the reviewer will contact you with a request for additional r
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Matt Williams at [phone] extension 527. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
p INQUIRIES ON THIS PROJECT.
we cywl� d�sce�,zQ �Gtzs , a�tot�� �pG' E Sincerely,
4L &&A4 �evir �/�/. Wew7� t� Carolyn McCaskill
Supervisor, State Engineering Review Group
cc: Asheville Regional Office
William G.Lapsley&Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

a
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management a
Non-Discharge Permit Application = _
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
v
I. GENERAL INFORMATION: C::c
y
1. Applicant (corporation, individual, or other): CWRP.
2. Print Owners or Signing Official's Name and Title (the person who is legally
w
responsible for the facility and its compliance): DALE A 140! 11-0
GEV, /19ANR66R - 641W1A6E AND,?. 661465 9 1M0VT G'flR
3. Mailing Address: 2807 ff/AYWW-P 14WAD -
Cit
ylfCNDCiUd//�E State: N,C. zip: 2g73g
CG
Telephone No.: ( Vq 7200
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
4ARRIA6C )OWe - .5ECT/0N 14 .SEUIF� EX7LA1,5V14
5. Application Date: 6. Fee Submitted: $ 141�zV
7. County where project is located: �fFil/DET�S�N
II. PERMIT INFORMATION:
1 . Permit No. (will be completed by DEM): _���) 13(�3
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number .N /9 and issue date
4. Specify whether the applicant is public or X private.
FORM: GSPS 4/91 Page I of 10

GRAVITY SEWER E, NSION & PUMP STA ,
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1 . Nature of Wastewater: )X % Domestic; % Commercial;
Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital,commercial, industrial, apartments, etc.:
/2 5/I6c 441-
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: AIDll/C
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: gallons per day
6. Explanation of how wastewater volume was determined: 19 PGdEGUNG
1INI73 (/9X3606PD)
IV. DESIGN INFORMATION:
1. Brief project description:
.SEGd&E Z-1Pl— (D11R1EX - )3,&W GPD)
2. Name of wastewater treatment facility receiving wastewater: G/1 OF
HOIDOZ50611//LC_E
a. Facility permit no.: NC 0025L53q
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: DU(n&ST� (-VZZ.C/'TOR, 5E4057?S
2 of 10

GRAVITY SEWER EXTE DN R PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: Al
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
� a5-1� PUG 0,03 &6L5 ,�58 2,86 21.817 G-a„
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or,velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
5. Maximum sewer reach length between manholes: Z linear feet.
6. This sewer line segment occurs between manhole no. 1 and manhole no. 2
7. Does the owner/operator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned traffic bearing loads? X Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: 05 feet.
10. Identify (by manhole number) those manholes that have drop connections: #
J7 Q�Gf 22
3 of 10

GRAVITY SEWER EX SION & PUMP STATx .
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate: )Q0 GPD/pipe dia. in./mile.
Note: Must not exceed-296'GPD/pipe dia. in./mile.
ux)
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? XYes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? X Yes _ No
c) 10 ft horizontal separation from water mains,or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? Yes _No
13. Are manholes subject to flooding? _Yes X No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, /��Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year ,,I/
flood elevation ( should be shown on plans): W26Yes —No
16. Identify (by manhole number) those manholes that are vented: /laT oq8F1_1'CABL6
17. Does this project involve any stream crossings? _yes X no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
4of10

GRAVITY SEWER PUMP STATION
PAGE 5 of 10 (4/91;
V. PUMP STATION INFORMATION
I . Pump Station No.: LE 3) (A separate sheet V.1 through V.15 should be
submitted for each pump station) �n
2. Name of closest downslope surface waters: MILL 00ND 0?69,�
3. Classification of closest downslope surface waters: C (as established
by the Environmental Management Commission &specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are be*ng implemented to prevent such impact, as
required in 15A NCAC 2H .0200: /�[I f
5. What size pumps are provided? (6Kind-e4 GPM
6. How many pumps are provided? 2 C�C4q
7. What is the maximum capacity of the pump station? L��Ja� GPD
8. What is the design total dynamic head? l l�, (7 feet
9. How many pumping cycles will occur at the design flow rate?_�cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen y/
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm YC-5 Audible and Visual NO Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
2" X6' PUC 2439,0 49Y�� 2.0 3,4c- 36'
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? A yes — no
13. Is pump station subject to flooding? _ yes X no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump stations downstream of this station? X yes _no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows. 711E EXISTIN& DIgNAIS7R64M LlFT.5TAT1,0/d ;WAJ,�
7D 7FfE GrM117Y,5 6W Tc' 5YS`Tr-N1- CWPWITY 45 A WOR7Z-_.

GRAVITY SEWER E :NSION & PUMP ST/,
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: K1 Z-1— POND
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable: ti
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): �q6tE RIW Dal, CMp
2. Name and Complete Address of Engineering Firm:/VJU-/� &, JA254EY
zlbMGALT 5 PA. 1 A�E/LLE /NY
City:hlFn. OO?5g VN LLFState: AIG Zip: 21s�
Telephone No.
3. Project Name:
4. Pump station design flow: GPD; 9•5 GPM
5. Name of closest downslope surface waters: /Y//ZL- iRWD OFC-0�
6. County(s) where project and surface waters are located: Z�DE -2201I
7. Map name and date: �V/lSE ,2 E6 NG 1991 _
8. North Carolina Professional (Engineer's Registration No.
m
9. Print Na-me of Engineer J/0/W 3, JC7 r,puu n,„r
ZN CARO
10. Seal and Signature (specify date): ���•FESS/(j(/�9'�'•;
S
6 of 10 ' ?yegkER4:�E��¢',
l'

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: t�
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--. �\ ��.�� \vl � •(1r: ,l�f,��1 �( 1.��/ � \• ' ���✓� 1 �\ `� '.' .,•,.�/:yam / � i�'� \%" V
. .� � � ,.Q. / r, •(•-n,l//�'r _/ i �J ' � n`1 _\�. r �C\ '= oNN 11 "• / �o�� � �%^'`� =^
'tl0
ROAD
.:t1/% \ ✓ \\ \ 'yam-�,\\-. ��.r(`�`/1\ �� �-�' F• `.•-/ \ / � , '• .� i - --�-
' \:\�.. \ ��l�1':r�"'-�•��..':� •`\ ;� � !'•`,-__ '� \ r � � _ '\ q% Win. i:1 ✓%;/ •.✓i � _i
�. �' ���^J�''.Od, L4� A Pr �r _��✓.��� ,� / � ��� ....�_/ %i/� ham,. �\ O � � 1 'i'�\= i - -

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 5 of 10 (4/91)
/. PUMP S'r:k'rION uNr'ORMATION
1 . Pump Station No.: IM6�R (A separate sheet V. 1 through V. 15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: _ 1141— POND CRL k
3. Classification of closest downslope surface waters: C (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are b ing implemented to prevent such impact, as
required in 15A NCAC 2H .0200: /l�I
5. What size pumps are provided? tTY�CTrlYld , GPM
6. How many pumps are provided? 2C1
7. What is the maximum capacity of the pump station? GPD
8. What is the design total dynamic head? feet
9. How many pumping cycles will occur at the design flow rate? Z cycles per hour
10. Check if provided at pump station:
Altemate Power Source NO
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light yE5
110V Electrical Convenience Outlet
Flood/Buoyancy Protection
High Water Alarm Y225 Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
2" 449 , PVC ? 0 21y 21D 36
12. Are air release valves provided at all high points al on the force main (must be provided
where the elevation difference exceeds 10 feet)? yes _ no
13. Is pump station subject to flooding? _ yes -X— no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump stations downstream of this station?X yes _no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.-ME [—X/,$fJ/VG WJthV57Rj5911J L f�s]";qT1ONP1{Mp5
TO THE 6RRV17-1SEWER SI'STFM; CXPg07Y /S ADEQWTE.

GRAVITY SEWER EXTENS1()�� & PUMP S"l .
PAGE 6 0/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: MIGL PL7N-p C��(-J
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel: xalk- Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): L811 C.Kf?
2. Name and Complete Address of Engineering Firm:bf/L)AM 61 44gF(a
,z&d Y
City: (U/ 1 E State: NC- Zip: 20735
Telephone No. -97- 7334
3. Project Name: CIY2RLAC VXIz le -SL GT/V/U 14
4. Pump station design flow: 13 GPD; 9,J GPM
5. Name of closest downslope surface waters: MILL ;r-v/Vp �,S;e/
6. County(s) where project and surface waters are located: ��L �F
7. Map name and date: I�OX5E , 9,AOC, NC
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer JV/#/ 0, JER-3?
�
qA \Z . �F
10. Seal and Signature (specify date): iv 'rn /q
9l
80
6 of 10

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DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Woodfin Place P O Box 1507 3800 Barrett Dr.,Suite 101
Asheville, NC 28802 Washington, NC 27889 Raleigh, NC 27609
7041251-6208 919/946-6481 919//33-2314
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Berne Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck Perquimans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Haywood Transylvania Gates Tyrell Lee Wilson
Henderson Yancy Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQ Super. Mooresville Regional WQ Super. Wilmington Region. WQ Super.
Wachovia Building,Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayetteville, NC 28301 Mooresville, NC 28115 Wilmington, NC 28405-3945
919/486-1541 704/663-1699 919/395-3900
Anson Moore Alexander Mecklenburg Br mswick New Hanover
Blades Robeson Cabamts Rowan Carteret Onslow
Cumberland Richmond Catawba Stanly Columbus Pender
Harnett Sampson Gaston Union Duplin
Hoke Scotland Iredell Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem,NC 27106
919/161-2351
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
7 of 10

GRAVITY SEWER EX �SIO` S PUMP STAT,
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina.
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EX"ILNSION & PU`IP STATION
PAGE 9 (4/91)
FTelephorneNo.
nd Complete Address of Engineering Firm: ��1 M G, LJe7P.SLry _
iC/1 �/LI(�I State: N• C• zip: 28739
� 7L
Professional Engineer's Certification:
I, �JVK/y 13 , s) , attest that this application for 647?1?1A6E
/Y has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineers Registration No.
Print Name of Engineer r n o
�EES81py.9 '
Seal and Signature (specify date): 9r'
Applicant's Certification:
I, , attest that this application for /
pAlW— S6CZZVAI 24
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 a not completed and that if all required supporting
information and attac nts are not in tied, this application package will be returned as
incomplete.
AL;Signature /Zzz�,,�ZDate L
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9of10

GRAVITY SEWER EXT ;ION & PUMP STATI,
PAGE 10 (4/9 1)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODlFICATiONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or= 1,000 GPD and
Single Family Dwelling $240 $120
Sludge < or= 300 Acres $400 $250
Sludge > 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

F
G. Lapsley & ASs6.....tes, P.A.ing Engineers and Land Planners "EErv° /I of1635 Asheville Highway CALCULArEDeY t /� DALEPost Office Box 546ONVILLE, NORTH CAROLINA 28793 CHECKED DY DArE
97-7334 FAX [phone]
SCALE �
GljTJ/
(2439. V 23�-73,2�
2. Lis (2%V"9 1,. i1Ll''% = 3, Z)
3, /Ky Lasses (P,S, �r�j rds� IZJSa
�Ll/yIPS
Y
9•
= �- 130 _

:cc;iun GRINDER i'.,r,L 109
1t D,I[cd SEPTEMBER 1993
Performance i
ll
�— Curve
RPN1: 3500 Discharge: 2"
I I I
70
225 MODEL I MAX. IMP
SPGH/G2HX750 6.87"
68J I SPGH/G2HX500 6.75"
60 200 0, I SPGH/G2HX300 5.25"
NOTE: 6.07-trim is a different
I SPGH/GZHX 750.-- impeller/volute combination.
refer to factory for trim .
II{ I I H -I—I selections beyond 6.75".
175
50
675- !
�D/q
150
I - - - SPGH/GZHX 500
LI40 - -- -- -- - - -� -I - -
125
- -- - - - - -
- -_ -
30 100 -
S75 I I I_. ! I ! t- - - --
D/q -. .
I - -- - I �
o r
=75 4�
S _
20 •1- - -��
D7q
50 4.1I„D
_I -
10
25 ! I SPGH/G2HX300
-�- - I I I
U.S. GPM 0 15 30 45 60 75 90 105 120
M YHR 1 10 15 20 25 30
Operating point must tall within curve.
Conditions of Service:
AUROFiAPUMP SIGNAL GPM: TDH: HYDROMATIC'" PUMPS

F
G. Lapsley & Assi tes, P.A.ting Engineers and Land Planners SHEETNO OF
1635 Asheville Highway CALCULATED BY �J✓? DATE ^� ZPost Office Box 546
ONVILLE, NORTH CAROLINA 28793 CHECKEO BY DATE
697.7334 FAX [phone]
SCALE
s (4q9,0 'G 0)7%110U.,
3. �PS,
GlS�- l�y.T�T�U/�I/�TfC GT�I�I�.JLr'
>o,
•' :�4ESSIpy. 9 '
180
........... ,(

GRINDER P.:r 109
D.r[ed SEPTEMBER 1993
Performance
f- Curve
RPibI: 3500 Discharge: 2"
I _
10
225I .
MODEL MAX. IMP .
SPGH/G2HX750 I 6.87"
-. SPGH/G2HX500 6.75" . . . .
60 200 D/A1 I I I I I SPGH/G2HX300 5.25"
_ _ NOTE: 6.87'trim is a different
-- SPGH/G2HX 750' — impeller/volute combination.
-I It—'}— Refer to factory for trim
115 ��� —i—I selections beyond 6.75'.
- - -- � _ L _ -..__.
150
SPGH/G2HX 500
w4o - -�-
125cis
-
.1- - -� - --- - -� L I- - - -
30 100
1
SI--I- - -
7S -- -- -- - ._
i I l
LL W4. I - --- -j 'i
=75
20 47SDIA
Tj ---i—._
50 4.25"DIA•- I 1
L - - L- - —
10 I - - -- -
25 SHG2HX300� - r — - --- - - --
_ -
j - - - - - - - - - -
0 -1 �- j-- ---- - -- -- — ----
U.S. GPM 0 15 30 45 j 60 75 90 105 120
M YHR 5 10 15 20 25 30
Operating point must fall within curve.
Conditions of Service:
CS AURORA PUMP HYDROMATIC'" PUMPS
A UNIT OF GENERAL SIGNAL GPM: TDH:

ta-lof North Carolina
Department of Environment,
Health and Natural Resources `
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
p,A. Preston Howard, Jr., P.E., Director
October 15, 1996
MR. EZRA M. ALLMAN --
CITY OF HENDERSONVILLE ASHEv u�;EGIG SC L OFFICE
PO BOX 1760
HENDERSONVILLE, NORTH CAROLINA 28793
Subject: Application No. W00013018
Carriage Park, Sect. 14
Sewers-Public
Henderson County
Dear MR. ALLMAN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 14, 1996. This application has been assigned the number listed
Your project has been assigned to Matt Williams for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Matt Williams at(919) 733-5083 extension 509. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
Sincerely,
Carolyn . McC kill
Supervisor, State Engineering Review Group
cc: Asheville Regional Office
William G. L'apsley &Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other):07Y074 PE/ 06RF IJV/LL-C
2. Print Owners or Signing Official's Name and Title (the person who is legally C�
�
cIt
. responsible for the facility and its compliance): 0�/��j A�� ALNK /
3. Mailing Address: pO 50X Z Z661
State: Zip:
Telephone No.: ( 7&/� ) 697-.3063
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
C 2R1/aGC— P/�1e11 -S�C221710 V 14
5. Application Date: )0- -96 6. Fee Submitted: $
7. County where project is located: /T 1pez-W U
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. I, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number LVI—A and issue date
4. Specify whether the applicant is public or private.
FORM: GSEA 4/91 Page 1 of 6

G ✓ITY sEwtR EXTE
P.__-72 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
- IFC-5I496- MZ- 541.50b/!s/Vi I
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: / AIC-
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
5. Volume of wastewater generated by this project:� {7 gallons per day
6. Explanation of how wastewater volume was determined: Ig V1A)E�L1d&
u VIV-5 L 19 x3G0 (- �)
IV. DESIGN INFORMATION:
1. Brief project description: B C614c-c-mg -5E&JCgS - ZeZIE /f
2. Name of wastewater treatment facility receiving wastewater: G17-'/ 9F
�iF�ID�sONyIGLE _ _
a. Facility permit no.: NVVUG . T
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: (w)/ z"T�Z ,S2t6�
RAVIE A 2CaY29ZZ RESCUZUC- r,&V A7 2:X
2of6

^^ kVITY SENVED EXTENSION
;E 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
I'
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For;velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
5. Maximum sewer reach length between manholes: ?09 linear feet.
6. This sewer line segment occurs between manhole no. l and manhole no. �2
7: Does the owner/operator have the ability to clean this length?_�Yes No.
8. Sewer subject to existing or planned traffic bearing loads? X Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet.
10. Identify (by manhole number) those manholes that have drop connections:_
/7� anal 20
3of6

GF iTY SEWER E=NS
PA__ 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 2QA GPD/pipe dia. in./mile. �� GPD/pipe dia. in./mil .
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? X Yes — No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? ><Yes — No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? Yes _No
13. Are manholes subject to flooding? _Yes X No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, NlA Yes X No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year �t //��
flood elevation ( should be shown on plans): A11AYes _ No
16. Identify (by manhole number) those manholes that are vented: ��A
I'
17. Does this project involve any stream crossings?_yes _no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a.general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications most be
signed and sealed. Three copies of the existing permit if a renewal or modification.
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
C. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4of6

kVITY SEWFR EXTENSION
nw'E 5 (4/91)
Name and Complete Address of Engineering Firm: �()1&Amf G, Z_2F_5LCy 10
1635 1.511allL6E H�tIY
City: CNDCR�/rWIL/E State: Zip:
Telephone No.
Professional Engineer's Certification:
I, cJ_�1y 13, cJ 'C�C attest that this application for ' ✓/�G�
has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No.
Print Name of Engineer cJ091Y .3,& .K.�.�
1� CAR
Seal and Signature (specifea pEESS106.
a EA q�a
•
c. • g
y`Le� NN E0 q ���`
Applicant's Certification: ,/ J� 19
I, �rJv7 N. A1ZN1/v attest that this application for
.)FALZK — 14
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete. ��AA //�� //��
Signature 146 CLf1 a**t,ac,� Date 1D —ZQ-9 '/
O
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHO ULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
5of6

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

MEMO TO: STATE REVIEW GROUP 10/03/96
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE REVIEW GROUP IEW ENGINEER: Andy Oakley
FROM: Forrest R. W t W REGIONAL SUPERVISOR
ASHEVILLE REGI OFFICE /
REGIONAL OFFI CONTACT: Paul R. White
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0012924
PROJECT NAME: Ingles Markets
Robert P. Ingle
P.O. BOX 6626
Hendersonville, NC 28816
Henderson County
1) Name of wastewater treatment plant to receive the wastewater:
City of Hendersonville Wastewater Treatment Plant
2) WWTP design capacity: 3 . 2 MGD
3) NPDES Permit No. : NCO025534 Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 08/1/95 :
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers :
6, 900 gpd
domestic: 100°- industrial: other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 .3613 gpd. See table on following page.
7) Regional Recommendations: APPROVAL
An SOC has been executed which will allow some additional flow while
additional treatment facilities are being built . The table on the
following page includes the available additional flow currently
allowed by the SOC. It is recommended that the project be approved.

ATTACHMENT A Page 1
A(1) . EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - Interim Permit No. NC0025534
During.the period beginning on the effective date of this Special Order and lasting until
expansion above 3 .2 mgd or September 1, 1997, whichever occurs first, the permittee is
authorized to discharge from outfall serial number 001. Such discharge shall be limited
and monitored by the permittee as specified below:
Effluent Characteristics Dischar q ge Limitations Monitoring Reuirements
Units as specified Measurement Sample Sample
Monthly Avg. Wee Fly AAvg q y'. Daily Max. Freuenc Tvoe Location*
Flow 3 . 7 mgd Continuous Recording I or E
BOD, 5-Day, 20' C** 30 . 0 mg/l 75 . 0 mg/1 Daily Composite I, E
Total Suspended Residue** 30 . 0 mg/1 75 . 0 mg/l Daily Composite I, E
NH3 as N Daily Composite E
Dissolved Oxygen Daily. Grab E, U, D
Fecal Coliform(Geometric Mean) 200 . 0/100 ml 400. 0/100 ml Daily. Grab E, U, D
Total Residual Chlorine Daily Grab E
Temperature Daily Grab '; E, U, D
Total Phosphorus Quarterly Composite E
Total Nitrogen(NO2 + NO3 .+ TKN) Quarterly Composite E
Chronic Toxicity*** Quarterly Composite E
Cadmium Weekly Composite E
Cyanide Weekly Grab E
Mercury Weekly Composite E i,:.
Copper Monthly ;Composite . E,
zinc Monthly Composite % -E
Aluminum :'• Monthly 'Composite E
Silver Quarterly 'Composite E
Chromium Quarterly Composite E
* Sample locations : E = Effluent, I = Influent, U = Upstream in Mud Creek. above outfall, D =
Downstream at SR_ 1365 . Stream samples shall be grab and shall be collected.,3/week during
June, July, August, and September, and once per week during the remaining months of the yr.
** The monthly average effluent BODS and TSS concentrations shall not exceeg;-250 of the respective
influent value. (75% removal)
*** Chronic Toxicity (Ceriodaphnia) P/F at 22o; 'Feb. , May, Aug. , and Nov. See Part III; Condition .G.
The pH shall not be less than 6 . O standard units, nor greater than 9 . 0 standard i' its and shall be
monitored by a grab sample daily at the effluent.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
The permittee may also be required to monitor for other parameters as deemed necessary by the
Director in future permits or Administrative letters.

CITY OF BENDERSONVILLE 77N
SUMMARY OF PERMITTED FLOWS
OCTOBER 2, 1996
PROJECT WO # DATE DATE MGD MGD NOT , SOC FLOW
APPROVED CERTIFIED TRIB REMAINING
Lake Pointe Landing- 1153 2-10-89 6-15-94 .06204 .04479
(Cherry Branch)
Carriage Park S2 2955 2-8-90 .0108 .00705
Sugarloaf Apts. 7491 6-25-93 5-17-94 .017205 .012205
Bright Oaks Subd 8224 9-3-93 3-16-94 .009 .0069
(Country Meadows)
Carriage Park P1S3 8288 9-3-93 3-16-94 .00432 .00207
Appleland Bus. Park 9046 4-18-94 4-16-95 .022 .022
Carriage Park P2S3 9479 6-30-94 8-10-95 .00864 .005703'
Spring Arbor 9715 8-15-94 no .0036 .0036
Sharon's Crossing 9732 9-13-94 no .0096 .00685
Maple Village 9836 9-30-94 4-5-95 _0056 .0056
Carriage Park S6 10144 11-17-94 8-10-95 ` . 01584 .01209
Carriage Pk. S25 10038 11-23-94 5-11-95 .01224 0
(P.S.) Flow in 10040
& 9479
Carriage Park S25 10040 11-23-94 5-11-95 .0036 .00310
Mountain Home Ind_ 10120 12-7-94 no .054862 .054862
Park
Upward Interchange 11044 07-17-95 NO 015 .015
Twin Pines RV Park 11269 08-14-95 8-27-96 .0.0732 .00732
1994 Annex. (incl. ESBF- 08-30-95 no .144665 .076915
53, 000 gpd. existing T-95-
from Car. Vil. ) 0025
Heritage Bills 11837 2-7-96 no .0666 .0666
BEGIN SOC 12317 9-16-96 NO .00864 .00864 .39136
PARK .IEW APARTMENTS
INGLES MARKETS 12924 PENDING
TOTS' ) .3613

rPERMIT--NCO025534
10/03/96
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 1
PIPE--001 REPORT PERIOD: 9509-9608 LOC---E
HENDERSONVILLE, CITY-WWTP DESIGN FLOW-- 3 . 2000 CLASS--4
LOCATION--HENDERSONVILLE REGION/COUNTY--01 HENDERSON
50050 00310 00530 00610 31616 50060 00300 TGP3B
MONTH Q/MGD BOD RES/TSS NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
LIMIT F 3 . 2000 F 30 . 00 F 30 . 0 NOL F 200 . 0 NOL NOL
95/09 2 . 7996 18 . 50 17 . 9 . 51 4 . 6 715 . 000 6 . 29
95/10 3 . 1100 19 . 65 22 . 3 . 76 8 .3 618 . 181 6 .42
LIMIT F 3 . 2000 F 30 . 00 F 30 . 0 NOL F 200 . 0 NOL NOL NOL
95/11 3 . 0186, 27 . 21 22 . 2 1 . 28 9 . 0 464 . 210 7 . 25 1
95/12 2 . 6861 17 . 94 15 . 0 . 69 5 . 2 501 . 052 7 . 82
96/01 3 . 2370F 24 . 82 17 . 0 1 . 81 2 . 9 632 . 272 7 . 96
96/02 3 . 3482F 25 . 14 14 . 6 3 . 50 6 . 9 594 . 761 7 . 88 1
96/03 3 . 0235 4 . 90 11 . 5 4 . 90 4 . 9 653 . 809 7 . 21
96/04 3 . 0410 14 . 52 7 . 7 . 94 2 . 2 470 . 000 7 . 24
96/05 2 . 7835 23 . 27 13 . 0 . 30 1 . 9 492 . 727 6 . 93 1
96/06 2 . 6956 13 . 95 6 . 9 .39 1 . 3 588 . 000 6 . 93
96/07 2 . 7748 15 . 59 5 . 1 2 . 61 4 . 6 591 . 818 6 . 29
AVERAGE 2 . 9561 18 . 68 13 . 9 1 . 60 4 . 7 574 . 711 7 . 11 1
MAXIMUM 4 . 7600 105 . 00 182 . 0 7 . 70 890 . 0 1830 . 000 10 . 20 1
MINIMUM 2 . 0000 1 . 00 1 . 0 . 10 1 . 0 110 . 000 3 . 90 1
UNIT MGD MG/L MG/L MG/L n/100ML UG/L MG/L PASS/FAI

10/03/96 10/0_
4LUATION ANALYSIS REPORT PAGE 2 LYSIS REPORT PAGE
REPORT PERIOD : .9509-9608 LOC---E RIOD : 9509-9608 LOC---E
DESIGN, FLOW-- ` 5 3 . 2000 " ' CLASS--4 SIGN FLOW-- 3 . 2000 CLASS--4
REGION/COUNTY--01 HENDERSON OUNTY--01 HENDERSON
00665 00720 00951 01002 01027 01067 01077 01092 01105
PHOS-TOT CYANIDE FLUORIDE ARSENIC CADMIUM �ICKEL SILVER ZINC ALUMINUM
NOL NOL NOL NOL NOL
. 000 . 000 1 . 0000 . 0000 . 0000 . 0820 210 . 5000
NOL NOL NOL
14 . 2000 . 0000 . 0000 . 0710 350 .4000
NOL NOL NOL NOL NOL NOL
2 . 9000 5 . 0000 . 0000 . 0000 . 0470 242 . 3333
3 . 7500 . 0000 . 0000 .0000 139 . 7500
NOL NOL NOL NOL
12 . 2000 . 0000 . 2390 261 . 0000
I
2 . 0000 7 . 2500 . 2500 ! . 0000 . 0590 310 . 0000
I
16 . 0000 2 . 4000 . 0000 . 0500 166 . 0000
3 . 0000 . 0000 . 0535 175 . 5000
1 . 7800 2 . 0000 14 . 5000 . 0000 . 1390 416 . 0000
5 . 2500 . 0000 . 0980 172 . 0000
11 . 2000 . 0000 . 0890 . 0000
2 . 2266 7 . 9850 . 000 . 000 1 . 6500 i. 0000 . 0000 . 0843 222 . 1348
2 . 9000 46 . 0000 '30 . 0000 . 2390 619 . 0000
1 . 7800 2 . 0000 . 0380 116 . 0000
MG/L UG/L MG/L MG/L UG/L MG/L MG/L MG/L UG/L
I

x,
i
FPERMIT--NCO025534
MP 10/03/96
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 4
PIPE--001 REPORT PERIOD: 9509-9608 LOC---E
Y--HENDERSONVILLE, CITY-WWTP DESIGN FLOW-- 3 . 2000 CLASS--4
LOCATION--HENDERSONVILLE REGION/COUNTY--01 HENDERSON
71900
MONTH MERCURY
LIMIT
95/09 . 5500
95/10 1 . 2800
LIMIT
95/11 . 6750
95/12 . 5250
96/01 1 .3400
96/02 1 . 7500
96/03 1 . 0400
96/04 . 0000
96/05 . 1125
96/06 . 0750
96/07 . 1200
AVERAGE . 6788
MAXIMUM 3 . 9000
MINIMUM . 2000
UNIT UG/L

tate of North Carolina i
Department of Environment,
Health and Natural Resources `, •
Division of Water Quality
James B. Hunt, Jr., Governor AdMbEd0ftNdft ��
Jonathan B. Howes, Secretary p E H N F 1
A. Preston Howard, Jr., P.E., Director
p � 6 � Dd
September 23, 1996 SEp 3 01996
MR. ROBERT P. INGLE ptlAUn SECSION
INGLES MARKETS, INC. ASHFVIR� REGIONA�OFFICE
PO BOX 6626
ASHEVILLE, NORTH CAROLINA 28816
Subject: Application No. WQ0012924
Hendersonville Site
Sewers-Private
Henderson County
Dear MR. INGLE:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 17, 1996. This application has been assigned the number listed
Your project has been assigned to Andy Oakley for a detailed engineering review. Should there be any
questions concerning your project,the reviewer will contact you with a request for additional
information.
Be aware that the Division's regional office, copied below,must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project,prior to final action by the
Division.
If you have any questions, please contact Andy Oakley at [phone] extension 533. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING
INQUIRIES ON THIS PROJECT.
S. erely,
C,o�
Car yn 13. M Caski11
Supervisor, State Engineering Review Group
cc: Asheville Regional Office
Robertson/Loia/Roof, PC
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

StatE of North C3r9iina -
DenarteTi of En-vironment, Faith and Natarai Rzourzes
Dir-s;on of ur,ro=entzi )danaQ_ameut
JCGT= FOR USE dg .',Y OrSeTC:Sy 'i
7.
at'z•.^•e(per : ;r tac==e c_—_ rl,--c= �idssai
--
_,n_cles Markets, Inc.'
C t=±zz_C�� s a tae (,Ce a=i: -- _. —
Rch*t P.. ' Ingle,! Chairman of thEi 2C<n_rd
P. 0. Box 6626 .
Ca. Asheville - NC c 28816
Ymmbtr ( 704 ) 669-2941 a
Vac ie_.z. r--=- ::e ��
--cm
Z*:c'-es Market; Hendersonville, INC Sv'
,Iender-_cn
C=rimed GV
_
X - u•mi=,--nnn '
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- —•c-S�,;r 3�C N/A - old t_;, 'J�..e
S �roe'� a�iicL.= Ica Xr�
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e wide cue c:wc lwcrM dc=#= ci;4 -
r,=,� Ccmercial Retail -
�_ '••�,-'��'•�--'TM•-�/5���'.6 u�.�.C.OL�"�y C3L i7111�.0�T���"aIl7C'r13�enmrrir-?r.nS - .
1500 Gal Greasetrap
- a- i�aaeva��mt dmeSSC-�.zap; 'acaLL'Yee ai e;:i�':R=S 3p4IdGd Sfl�.�1�-ffi oi.aa=.-�siaF
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-

-�ca cf`_cam dare was 1/10th the cross sq. footage of
60,000 s.f. Inal=-s and (3) 31000 s.f. future retail buildings on each of the
tnSee oL'tlots. -
r_ DESIGN CR3i�ilO
491 L F: of 8" diameter 171C sanitary line to collect waste-
warn- ce_ze'rated `-cm the Incles store and (3) cut-lots to tie into existing
manhole on Hwv. 64.
�- Hendersonville Waste Water
=_ri FairS=—_ NC0025534
C.
= .—mid�rc r.o^p^cr=-z-+,.-;r=,ci dcwa. -r_'em mvsi c�
Current flows provided by Henderson County ini.cate 16,160 GPD. -The data
evaluated indicates the ability to accept Waste water.
NCO025534
8" diameter
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SHO= EE Sr-07 TO- T POLLOWIXG ADD=,Z.
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WA=.gUAL= SE=GN
FERN S AND ENGINEZ 3NC TiN=
P%T-OFFICE- BOX N .
BA=GH, NORTH CARS LINT --j6z64s:--s
TELEPHONE NLTMBBEB::- ( L)

/10:06. AM HENDERSON LAND DEV FAX- NO. 1704697, F. 03
COMMI5SiONERS '
S
Niehoff. Jr. Diane Caldwell -
layor
.rhara Volk CITY OF HENDERSONVILLE - DanIviccraw
/ Mavor Pro-rem T. Lee Osborne
Chris: . Caner -Tbe City of Four Seasons"
City ManagerEarbara Volk
'iammie K.Hiil WATER A,�ID SEWER DEPARTMENT
City Clerk
.at your service"
May 9, 1996
Mr. Doyle Freeman
Henderson County utilities Department
101 East Allen street
Hendersonville, N.C. 28792
Re: MCWSD Application(s) A00222MS
Ingle' s Markets
Dear Mr.. Freeman:
The above referenced application for treatment of domestic
strength wastewater is acceptable for treatment and is approved.
An allocation of 6, 900 gallons per day (gpd) is assigned to this"
applicant. o
The System Development Charge (SDC) rates are under review at r ..
this time. The appropriate SDC fee will be quoted, upon request, '
just prior to the service becoming active_
This applicant should be advised that a moratorium on new sewer
connections could be imposed by NCDEHNR at any time. Therefore,
this approval letter does not guarantee service if a moratorium
is imposed. However, it does provide priority status should the
City enter into.. a_.Cons.ent Order. The. applicant_is_encouraged to
connect onto the sewer system as soon as possible.
Wastewaters accepted for treatment by the City of Hendersonville
are subject to federal and state regulations as well as the
City,s Sewer Use Ordinance and Pretreatment Program requirements.
Should you have any questions, please feel free to contact me at
0'97-3063 .
Sincerely,
44.aA-,f:nr�a�n,�ng Director
Water and Sewer Department
CITY OF HENDERSONVILLE
cc: Ruth Ballard, BuslnGss office
Brenda Case, Business Office
Sam Fore, Engineering, with application
Phone[phone]G3
P.0.Box 1760 318 Founh:lvenue East - Facsimile(704)697-1707
Hendersonville, INC 28793

13;96 t10N 10;06 A11 HENDERS^" P0 LAND DEV FAX N0, 1704607dF33 P, OL
HENDERSON COUNTY
UTILITIES DEPARTMENT„
101 EAST ALLEN STREET
HENDERSONVILLE, N.C. 28792
PHONE [phone]
FAX [phone]
May 13, 1996
Mr, Casey Druden
Robertsan/Loia/Roof
Architects and Engineers
5780 Peachtree Dunwoody Road
Atlanta, Georgia 30342
Re: Project No. 94254 .
Ingle's Markets, Inc.
Sewer Service Request = ,
Dear Mr. Druden: r
The City of Hendersonville has approved treatment of the 6,900 G.P:D. of
ci
wastewater from the proposed Ingle's Markets, Inc. —
o
Please note on the attached copy of the letter from The City of Hendersonville of
the system development charge and the possibility of a moratorium on new
sewer connections.
Someone from your firm or Ingle's can pick up the original Sewer Service Permit
at our office. The original Sewer,Service Permit is needed in order to secure the
necessary Building Permits,
If you have any questions or need additional information, please call.
Sincerely,
Doyle Freeman
Utilities Department
Attachment
smh. :-

r
y y/-' M1Y
�f'
You Get A Lot More.You PayA Lot Less.
Iandy B. Laney Robes P. Ingle
President Chairman of the Board
September 19 , 1996
via FACSIMILE & REGULAR MAIL
(FAX: [phone])
Ms. Carolyn D. McCaskill
Water Quality Section
D E H N R
P.O. Box 29535
Raleigh, NC 27626-0535
RE: Permit Application No. WQ00112416
Ingles Market, Hendersonville, NC
Sewer Extension - Henderson County
Dear Ms. McCaskill:
It is my understanding that the SOC for Hendersonville was signed;
last week regarding the permit for sewer service for the above-refer:;
enced project in Henderson County. An updated Application Permit wag =-=
forwarded to your attention on Monday, September 16, for approval by
your department. This application had previously been sumitted to
your department in June 1996 but was returned pending signing of the
SOC.
Ingles currently has an option on this property which expires
Friday, September 27 , 1996 . I would like to close on the property at
that time, however, we would not do so should there be a problem with
DEHNR approving the sewer hookup for this project. It was my under-
standing from previous conversations that this approval would be
forthcoming upon the resolution of the issues regarding the SOC.
I understand that final review will take some time, but would
appreciate your feelings concerning whether this application will be
approved in order that a determination can be made as to the closing
on the 27th of September. I can be reached at 704-669-2941, ext. 204,
or by FAX at 704-669-3678 . Thank you for your assistance in this
matter.
Sincerely yours,
Gordon S. Myers
vice-President, Real Estate
GSM/ck
Post Office Box 6676, Asheville, NC 28816
(7n4)(,ho_?o41

3.
State of North Carolina
?d hill:,•L.• " ) Dia. Department of Environment Health and Natural Resources
( \\ (In.) Division of-Environmental Management
\l 1l Non-Discharge Permit Application .
\v \ �\ ) `_ (THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
an\el�, — GRAVITY SEWER EXTENSION
o — PUMP STATIONS, AND PRESSURE SKWERS
r i NOTI I. GENERAL INFORMATION:
Cation
4.: 1. Applicant (corporation, individual, or other ): �' RR)AGE PAIex D G'a�12P
2. Print •Owners or Signing-, Official's Name and Title (the person who is legally
responsible for the facility and its compliance): DALE A #ANUN
GEN, ARAIAGER - CARRIRGE RAIZ,e D65125 *O- VT OCRR
3. Mailing Address: 2827 NW YAA OD IW D
City:11CND61zWiUd/LLE State: Ac. zip:
Telephone No.: ( 76�4'
C_I'n
•4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
4#9RIA66 PAPK - -SECT/63N I4 .5f-:'4dEIZ EX7EN,5 N
5. 5. Application Date: 6. Fee Submitted: $
f' 6• 7. County where project is located: /aE/IID�j��D/U
\ 7• II. PERMIT INFORMATION: '- "
UEn 173. -.-
1�1r•20k37- ::� r • 8.
1 . Permit No. (will be completed by DEM):
2. Specify whether project is: ' x new; renewal"; modification.
"- _\, "If renewal, complete only sections I through -III and applicant j t(on 9). Submit only s. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal-or modification to an
9.
1
`�•;1., existing permit, list the existing permit number N /9 ' and issue date
�.. 10.
4. Specify whether the applicant is public or x private.
FORM: GSPS 4/91 Page 1 of 10

C ..
N :1 �ti

GRAVITY SEWER EY1 `,SION & PUMP STATION
PAGE 5 of 10 (4/91
V. PUMP STATION INFORMATION
I . Pump Station No.: /L700V 4 (A separate sheet VA through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: MILL 9ON_0 C 655K
3. Classification of closest downslope surface waters: C (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are b ing implemented to prevent such impact, as
required in 15A NCAC 2H .0200: Al,
5. What size pumps are provided? (Gr(n�Pi1��,; A05 GPM
6. How many pumps are provided? 2 C-14C14
7. What is the maximum capacity of the pump station? y GPD
8. What is the design total dynamic head? /c 0 feet
9. How many pumping cycles will occur at the design flow rate? Z cycles per hour
10. Check if provided at pump station:
Alternate Power Source /V0
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing Wo
Lockable Wet Well Cover YES
Area Light y�
110V Electrical Convenience Outlet
Flood/Buoyancy Protec 'on
High Water Alarm C Audible and Visual IVU Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
2" 449 PUG 2;5 D 2,9 2,a 360
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? 2 yes — no
13. Is pump station subject to flooding? _ yes -._ no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: Feet MSL
15. Are there existing or planned pump stations downstream of this station? X yes _no
If yes, the engineer shall evaluate the ability of those pump stations to adequate!y handle
the subject flows.TNE C—X/S7y/VG Li�G�ULCS`�72F�M LlFT57;q77ONPbI IP5
70 7HE 6MVJ7YSEWER SYSMN C4P407Y 45 ADEQW( .

GR.-%VITY SEWER E:,-t"--.N:St PUMP Sl .
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: NIGH �VN-D C�
Classification (as established by the Environmental Management Commission): )
Proposed Classification, if applicable:
Signature of regional office personnel: lM�l llr'i�1`t !L Date: 0-9
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): �p/465 ki V?,k Lr:vl CLEF
2. Name and Complete Address of Engineering Firm:&&LZt /Y/ r, f f
A' c� --s1, PA , 263-5 144:5�1&:V&L. adY
City: /Ulm State: Ne/ zip: 2f37`3�
Telephone No. � 7Q59 697— 73351
3. Project Name: 5 GT/'O/V 14
4. Pump station design flow: I.3(Of�.(7 GPD; 9.5 GPM
5. Name of closest downslope surface waters: /IV/ZJ— lV0/lP CrQ�-6—X
6. County(s) where project and surface waters are located: �� "�
7. Map name and date: AO SE , 5 C, /V C-
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer J9/#/ 0, JER3?
10. Seal and Signature (specify date): +'9i�.°FESS10 , �4
SEA
20180
ZI
4KER
6 of 10 � J .••:V``.

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� ii�, i`. �I ?. 'u � I 1\' _ ) :�� fi:• �•1%n!!r.-�IIFrJC'i��%11�' n•a - .. \.� iI' I

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Woodfin Place P O Box 1507 3800 Barrett Dr., Suite 101
Asheville, NC 28802 Washington, NC 27889 Raleigh, NC 27609
704/251-6208 919/946-6481 919/133-2314
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Berme Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck Perquimans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Haywood Transylvania Gates Tyrell Lee Wilson
Henderson Yancy Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQ Super. Mooresville Regional WQ Super. Wilmington Region. WQ Super.
Wachovia Building,Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayetteville, NC 28301 Mooresville,NC 28115 Wilmington, NC 28405-3845
919/486-1541 704/663-1699 919/395-3900
Anson Moore Alexander Mecklenburg Bnmswick New Hanover
Bladein Robeson Cabamrs Rowan Carteret Onslow
Cumberland Richmond Catawba Stanly Columbus Pender
Hamett Sampson Gaston Union Duplin
Hoke Scotland Iredell Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem,NC 27106
919/761-2351
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
7of10

GRAVITY SEWER EX 'SION &C PUMP S'i'ATI
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities.Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
C. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EXTENSION & PU,1P STATION
PAGE 9 (4/91)
,lame and Complete Address of Engineering Firm:
City:�iC/�/� K/V/U_�-,- State: Al. C, Zip: Z8739
Telephone No. ��)697- Z3_241
Professional Engineer's Certification:
I, �_)o#N 13 , jEo attest that this application forz���ist<
price, - SEC`77,01V Xt has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable reguladons. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineers Registration No. 20)
Print Name of Engineer JflW A JOKE .•` e, 'r n o.',"�._
o %y
�DEESSION 1.9 '
Seal and Signature (specify date): a SEAL
ma's 20180 _ -
S2'F;1Cf NE�Q:�'
Applicant's Certification:
I, �i4L&:: A !JAMLIA) attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required part of this applica 'on are not completed and that if all required supporting
information and att ments are n included, his application package will be returned as
incomplete.
Signature Date ld
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EX-1 SION 8c PUMP STATIC
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MOD6TCATIONS MODrRCATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domesdc/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or= 1,000 GPD and
Single Family Dwelling $240 $120
Sludge< or= 300 Acres $400 $250
Sludge > 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

,tlliam G. Lapsley & Associates, P.A. 1OB
Consulting Engineers and Land Planners SHEerHO jai
,F 1
1635 Asheville Highway CALCULATED BY j iJ DArE ZZ�/71
Post Office Box 546
HENDERSONVILLE, NORTH CAROLINA 28793 CHECKED BY DArE
[phone] • FAX [phone] /��
SCALE
GlITST/ T ?A! FUTi'CC /ylAlti' *3
2. /ri,�:46r)-; Lames (201000- 3,
''3, /'11,�)a7 Za55e-S �P,S, 45rincls)
PLUYIPS
ESN FARO
.•gyp �iy '.
•�Q�EESSio/9 y
SEAL l s
20180
- � •. jar
ER JE00
''err .

` GRINDER ;tj(jr 109
tlliam G. Lr' ' ` D,ucd SEPTEMBER 1993
Cansultinv ._.a
i
HENS Performance 1
T
I_.�.=� Curve
RPM: 3S00 Discharge: 2"
70
225 I I I
I= L � III
MODEL MAX. IMP
SPGH/G2HX750 6.87"
6BJ I SPGH/G2HX500 6.75"
J 60 200 0,/Ff I I I I I SPGWG2HX300 5.25"
NOTE: 6.87'trim is a different
_ impeller/volute combination.
SPGH/G2HX 750
feeler to factory for(rim— —I—I—I-- selectionss beyond 6.75'.
175 LI :
so
II- I - III
150
of
.I ql.. - - SPGH/G2HX 500
40 125 I - --�-�-� - -1 +1 ..I .L -i'.1.. I.
5
I
75,�IA _ - - - - -_ �-- - - - -- I-
h
�4.
30 100
I
71,
I I I
SpL..-�-
20 9.7 IA.f- XR
Tf
I ., I .,.
50 -25"plA._ I _ L_ -- -- -
=-- __�- _III
25 I SPGH/G2HX3001
IIII _. .- - - -- - --- - - -
I
I
U.S. GPM 10 15 30 45 60 75 90 105 120
M YHR 5 10 15 20 25 30
Operating paint must fall within curve.
Conditions of Service:
C AURORAPUMP 'GNAL GPM: TDH: HYDROMATIC`" PUMPS

;cc.In;r, GRINDER i' l,! 109
/ U,ucd SEPTEMBER 1993
i
-j-i�--
Performance
Curve
ESP
rz 1 RPM: 3500 Discharge: 2"
70
Ili II Ii i �
225
• j i I I I I _.I-- MODEL i MAX. IDAP
—
' I I
- -SP1G-H1/-G-2 H•-X 7.5.0
6.87'
COOK
7'
COOK SPGwG2HX500 6.75"
EUGENE R. 60 200 10, I I I
CAMPGROUNDS UNLIM I SPGH/G2HX300 5.25"
RT. 2, BOX 39-A I I 1-1
- _I IH/ XS NOTE: 6.87'trim is a dillerent
SP O l mbation.PLAT ROCK, NC 287Refer to factoryfoi�
31 50
175 selections beyono6.75'.
/A.
J-t 4
150
I
i
Dear Permittee: -
;. SPGN/G2HX 500 1 .
On August It 40
the subject permit. 125
follows:
:.
Upon completiot '-L1- -{-I- I- - - - - - - ----I - -I- •-. . ..
facility, a ce: 30 100 I I f I f I
certifying tha'
-- -
with the requi; �/q
specifications
P.O. Box 29535 =75 I i -
20
To date, our rl /q• - - --Ilt— _ _ �'II_ _-- - _ ._ I ._ _ .. . .
subject permit. If
operation please sn• 50 4.25
the treatment syste DlA•
violation of your P i_.L.. ....__._. I-r--
questions, lease c 10 -
ENG, INC. at (904)7 25 ISPGH/G2HX3001 I i
contact the Ashevil LL
their records. lit - - -t
a
U.S. GPM 0 15 30 45 60 15 90 105 120
M 3/HR 1 5 10 15 20 25 30
Operating point must fall within curve.
Conditions of Service:
AURORA PUMP
GS 4 UNIT of GENC-RAL SIGNAL GPM: TDH: HYDROMATICI" PUMPS

w;�s ^
f
r :.' -M
`• � �
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r e�
Aram.: r ' _
�.. _
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f �
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i :Y
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:J c.
i
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u
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,. _�
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-, �_

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Non-Discharge Permitting Unit, P.O. Box
29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[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 (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
2

•
14. This permit shall become voidable unless the agreement between City of Hendersonville and
Henderson County Mud Creek Water & Sewer District for the collection and final treatment of
wastewater is in full force and effect.
15. Since wastewater detention time is lengthy, the Henderson County Mud Creek Water & Sewer
District shall monitor closely for odor problems and take immediate corrective action if necessary.
16. No flow other than that from Branford Wire shall be made tributary to the pump station. If
additional flow is to be made tributary to this pump station, a request be made to the Division by
application and fee to address alternate power requirements.
Permit issued this the 5th day of December, 1997
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
- 2&z- =:Z z-1
A/Pieston Howard, Jr., P.E., Directof
ivision of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0014592
3

Permit No. WQ0014592
December 5, 1997
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe(periodically, weekly,full time) the construction of the
project, , for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be builtwithin substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
4

r
North Carolinaent of Environment `, . •
and Natural Resources
Division of Water Quality �—
James B. Hunt, Jr., Governor D . —�-
Wayne McDevitt, Secretary fl � 1.
A. Preston Howard, Jr., P.E., Director U
DEC 4 199�
November 26, 1997
-
WATER QUALITY SECTION
Mr. Ezra W. Allman ASHEVILL REGIONALOFFICE
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793'
Subject: Permit No. W00014634
Gann Village
City of Hendersonville
Sewer Extension
Henderson County
Dear Mr. Allman:
with your application received November 3, 1997 we are forwarding herewith
In accordancei 1997 to City of Hendersonville for the construction and
Permit No. W0 dated November 26,
operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit ar30naccs following receipt of
able, you have the
to f
right to request an adjudicatory hearing upon written request within thirty ( ) of ter 15re of the
this permit. This request must be in the form of a written petition, conforming P
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447,Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
u. -if you need
One set ofe approved plans iecifications is being forwarded to contact Farrell Keough at (9 9) 733-5083 ext nsioh 5lpitional
information concerning this matter,please
Sincerely,
A. Press w0 zd Jr/P.E.
cc: Henderson County Health Department
Asheville Regional Office,Water'Quality Section'
Laughter, Austin&Associates, Inc.
P.O. Box 29535, Raleigh, North Carolina 27626-0635 Telephon0e/(9e9y led/ 10a/o postO 9
nsumer paper
`✓ An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Hendersonville
Henderson County
FOR THE
construction and operation of approximately 670 linear feet of 8 inch gravity sewer to serve 100
bedrooms for duplex apartments in Gann Village, and the discharge of 12,000 GPD of collected domestic
wastewater into the City of Hendersonville's existing sewerage system, pursuant to the application
received November 3, 1997 and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Hendersonville
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality (Division) accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Non-Discharge Permitting Unit, P.O. Box
29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division, in accordance with North Carolina General
Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement wastewater
collection facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
r4 ,
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mech_apical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five (5) days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 26 h day of November, 1997
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A P estop o ard, Jr., P.E., Dreo or
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WO0014634
2

Permit No. WQ0014634
November 26, 1997
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
3

Pl
of North Carolina • ip
Partment of Environment
D
nd Natural Resources • • (��
vision of Water Qualityames B. Hunt, Jr., Governor
Wayne McDevitt, Secretary E3 FEE R
A. Preston Howard, Jr., P.E., Director � V o�,
December 1, 1997
Mr. Dale A. Hamlin, General Manager PZ�O�� E
Carriage Park Development Corporation
2827 Haywood Road {PZVIOERE�\ON
Hendersonville, North Carolina 28739 psN�
Subject: Permit No. WQ0014529
Carriage Park Development
Corporation
Carriage Park, Section 23
Sewer Extension
Henderson County
Dear Mr. Hamlin:
In accordance with your application received October 8, 1997, we are forwarding herewith Permit
No. WQ0014529 dated December 1, 1997, to the Carriage Park Development Corporation for the
construction and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding..
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Matt Williams at [phone] extension 509.
Sincerely,
Preston Howard, Jr., P.E.
cc: Henderson County Health Department
.Asheville=Regional.Offrce;.Water_Quality Section:
Mountain Engineering Company, Mr. John B. Jeter, P.E.
P.O. Box 29535, Raleigh,North Carolina 27626.0535 Telephone[phone]B3 FAX[phone]
(� An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper'

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Carriage Park Development Corporation
Henderson County
FOR THE
construction and operation of a 39 GPM pump station with duplex pumps, portable generator with
connection plug, auto dialer, on-site audible and visual high water alarms, and approximately 1,708 linear
feet of 2 inch force main to serve Carriage Park, Section 23, and the no additional discharge (flow
allocated in Permit No. WQ0014528) of collected domestic wastewater into the City of Hendersonville's
existing sewerage system, pursuant to the application received October 8, 1997, and in conformity with
the project plan, specifications, and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by. this system shall be treated in the City of
Hendersonville's Wastewater Treatment Facility prior to being discharged into the receiving
stream.
5. This permit is not transferable. In the event there is a desire for the.facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality (Division) accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

�1
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Non-Discharge Permitting Unit, P.O. Box
29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division, in accordance with North Carolina General Statute 143-
215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover(minimum) over the force main or the use of ferrous material where three =
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[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 (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
2

14. This permit shall become voidable unless the agreement between the City of Hendersonville
the Carriage Park Development Corporation for the collection and final treatment of wastewater is
in full force and effect.
15. The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statute 143-215.6A to 143-215.6C for violation of or failure to act in
accordance with the terms and conditions of this Permit.
Permit issued this the 1st day of December, 1997
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
aa
A.jreston Howard, Jr., P. ., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WO0014529
3

i
=it No. WQ0014529
December 1, 1997
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
4

.ate of North Carolina
Department of Environment
/and Natural Resources •
Division of Water Quality r
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary C N
A. Preston Howard, Jr., P.E., Director C
December 1, 1997
Ezra W. Allman, Director
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28793
Subject: Permit No.WQ0O14528
City of Hendersonville
Carriage Park, Section 23
Sewer Extension
Henderson County
Dear Mr. Allman:
In accordance with your application received October 8, 1997, we are forwarding herewith Permit
No. WQ0014528, dated December 1, 1997, to the City of Hendersonville for the construction and
operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B,of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27 6 1 1-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Matt Williams at [phone] extension 509.
Sincerely,
A.WmstonHowa2, Jr., P.E.
cc: Henderson County Health Department
"Asheville.Regional-Office,`Water_Quality Section
Mountain Engineering Co., MF.J6lTn B. Jeter, P.E. Q D
D
DEC - 4 199T
WATER QUALITY SECTION
"wPvll.l.t REGIONAL OFFICE
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]— ri X(919)733-0719
s� An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper
W-

Permit No. WQ0014528
December 1, 1997
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly,full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
i
3

r
of North Carolina
tment of Environment,
and Natural Resources of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary p E H N F 1
A. Preston Howard, Jr., P.E., Director
September 3, 1997 1t•` F'`� , �,
Mr. David Nicholson, County Manager
3
County of Henderson � -,1X
100 North King Street
Hendersonville, North Carolina 28792
Subject: Perm_�No:WQ0014323
County of Henderson
Pardee Nursing Home/Hospice House
Wastewater Collection System
Henderson County
Dear Mr. Nicholson:
In accordance with your application received August 21, 1997, attached is Permit No.
WQ0014323 dated September 3, 1997, to the County of Henderson for the construction and operation of
the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject to
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1996 and the attached permit.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted for the
construction and operation of approximately 1,144 linear feet of 8 inch gravity sewer to serve 142-beds at
Pardee Nursing Home/Hospice House, and the discharge of 17,040 GPD of collected domestic
wastewater into the County of Henderson's existing sewerage system,pursuant to the application received
August 21, 1997, and in conformity with the North Carolina Gravity Sewer Design Criteria.
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 the
receiving stream.
This permit shall become voidable unless the agreement between the City of Hendersonville and
the County of Henderson for the collection and final treatment of wastewater is in full force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local,
state, and federal) which have jurisdiction.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

If you need additional information concerning this matter, please contact Ms. Thelma Williams at
[phone] extension 524.
Sincerel
IZA. Preston Howard, Jr., P.E.
cc: Henderson County Health Department
Asheville-Regional_Office;=W ater-Quality-S ection
William G. Lapsley &Associates, P.A.

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

10. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than-24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater transport, such as mechanical or electrical failures of pumps, line blockage or
breakage, etc.; or
b. Any failure of a sewer line resulting in a by-pass directly to receiving waters without treatment of
all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions taken
or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 3rd day of September, 1997.
NORTH CAR NA E
N�RRO NTAL MANAGEMENT COMMISSION
_ C
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0014323
2

Permit No. WQ0014323
September 3, 1997
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Nmne Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of this
permit, the certificate of coverage,the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materials.
Signature Registration No.
Date
The above Engineer's Certification must be completed and.submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as-constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and the
"Record Drawings" plans have been submitted. Any wastewater flow made tributary to the wastewater
collection system prior to completion of this Engineer's Certification shall be considered a violation of the
permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
3

State of North Carolina 4;
Department of Environment, I
Health and Natural Resources (�
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary p E H IV F=
A. Preston Howard, Jr., P.E., Director 1
August 12, 1997 �991
Mr. Ezra Allman,Director, -;: ;"I
Hendersonville Water&Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville,North Carolina 28793
Subject: Permit No. WQ0014080
City of Hendersonville
Shano Drive
Sewer Extension
Henderson County
Dear Mr. Allman:
In accordance with your application received July 3,*1997, we are forwarding herewith Permit No.
WQ0014080 dated August 12, 1997, to the City of Hendersonville for the construction and operation of
the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in-this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Mr. John Seymour at(919) 733-5083 extension 546.
Since /7
A. Preston Howard, Jr., P.E.
cc: Henderson County Health Department__ _
[Ash -Office,Water Quality-Section
Mr. James L. Patrick, P.E. - City of Hendersonville
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143,General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Hendersonville
Henderson County
FOR THE
construction and operation of approximately 400 linear feet of 8 inch gravity sewer to serve one single
family three bedroom home on Shano Drive and the discharge of 360 GPD of collected domestic
wastewater into the City of Hendersonville's existing sewerage system, pursuant to the application
received July 3, 1997, and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Environment, Health and Natural Resources and
considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
I. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Hendersonville
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

0 &
/. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number 704/
251-6208 as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 12th day of August, 1997
NORTH CAR/ INA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0014080
2

Permit No. WQ0014080
August 12, 1997
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities,due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
3

State of North Carolina '
Department of Environment,
Health and Natural Resources •
Division of Water Quality &4
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N
A. Preston Howard, Jr., P.E., Director
June 20, 1997 a
Mr. Roger M. Byers ®
Byers Precision Fabricators, Inc. �V� L 6 \ -
Post Office Box 5127
Hendersonville, North Carolina 28792 ^ 6�)OF10E
Subject: Permit No. WQ0013919
Byers Precision Fabricators, Inc.
Sewer Extension
Henderson County
Dear Mr. Byers:
In accordance with your application received May 27, 1997, we are forwarding herewith Permit
No. WQ0013919, dated June 20, 1997, to Byers Precision Fabricators, Inc. for the construction and
operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein. Please note condition number 11(a), which states that
pump on/off elevations should be located so that 2-8 pumping cycles may be achieved per hour in the
pump station.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Matt Williams at [phone] extension 509. _
Sincerely,
A. Preston Howard, Jr., P.E.
cc: Henderson County Health Department
aAsheville,Regional-Office;Watcr-QuzilitTSectio—n:71
Laughter, Austin and Associates, P.A., Mr. Jon H. Laughter, P.E.
.0. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
WWW An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Byers Precision Fabricators, Inc.
Henderson County
FOR THE
construction and operation of a 70 GPM pump station with duplex pumps, high water alarms, power
reliability with emergency wet well storage, and approximately 5,800 linear feet of 3 inch force main to
serve 65 employees for Byers Precision Fabricators, Inc. and the discharge of 1,625 GPD of collected
domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to the
application received May 27, 1997, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this permit. 1.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage. and wastewater collected by this system shall be treated in the City of
Hendersonville's Wastewater Treatment Facility prior to being discharged into the receiving
stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will.
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
s
s
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division of Water Quality, such as the construction of additional or replacement wastewater
collection facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office; telephone number
[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 (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
2

14. This permit shall become voidable unless the agreement between Byers Precision Fabricators, Inc.
and the City of Hendersonville for the collection and final treatment of wastewater is in full force
and effect.
Permit issued this the 20th day of June, 1997
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WO0013919
3

Permit No. WQ0013919
June 20, 1997
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly,full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
4

r
North Carolina
ent of Environment,
lth and Natural ResourcesA41a
PH,ea
vision of Water Quality
James B. Hunt, Jr., Governor IL
Jonathan B. Howes, Secretary p E H N F�
A. Preston Howard, Jr., P.E., Director
June 4, 1997
Mr. Brent Styles, President
OUR INVESTMENTS, INC.
Post Office Box 146
Bakersville, North Carolina 28705
Subject: Permit No. WQ0013580
OUR INVESTMENTS, INC.
Stanwood Mobile Home Park
Sewer Extension
Henderson County
Dear Mr. Styles:
In accordance with your application received March 12, 1997 we are forwarding herewith Permit
No. WQ0013580 dated May 30, 1997, to OUR INVESTMENTS, INC. for the construction and operation
of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. John Seymour at [phone] extension 546.
Sincerely
7z A. Preston Howard, Jr., P.E.
cc: Henderson County Health Department �' JUN - 9 1997 rl
SArsh�ev�llerR gion�fft�c�e_-,��W,,�a,�.t�eer,��,,,=uatitY1Section i
Laughter, Austin and safes`, P5 _.
- -
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone]B3 FAX[phone]
00 An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper
v

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
OUR INVESTMENTS, INC.
Henderson County
FOR THE
construction and operation of approximately 308 linear feet of 8 inch gravity sewer, a 25 GPM pump
station with duplex grinder pumps, high water alarms, and approximately 1,460 linear feet of 2 inch force
main to serve 21 two bedroom units of OUR INVESTMENTS, INCORPORATED's Stanwood Mobile
Home Park and the discharge of 5,000 GPD of collected domestic wastewater into the Henderson County
Utilities Department's existing sewerage system,pursuant to the application received March 12, 1997, and
in conformity with the project plan, specifications, and other supporting data subsequently filed, and
approved by the Department of Environment, Health and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Henderson
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

6
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover (minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action,including those as may be required
by this Division of Water Quality, such as the construction of additional or replacement wastewater
collection facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number 704/
251-6208 as soon as possible, but in no case more than 24 hours or on the next working day
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass.directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
2

tate of North Carolina
Department of Environment,
Health and Natural Resources • •
Division of Water Quality
James B. Hunt, Jr., Governor `dgbMdML A p
Jonathan B. Howes, Secretary D E H,N e `
A. Preston Howard, Jr., P.E., Director • I
May 29, 1997 t`5
Mr. Ezra Allman, Director of Water& Sewer e :,e C F�0`
City of Hendersonville P�,�
P.O. Box 1760 �tPw�ti�`
Hendersonville, North Carolina 28739 PStF
Subject: Permit No. W000138 6
City of Hendersonville
East Ridge Crossing Shopping Center
Wastewater Collection System
Henderson County
Dear Mr. Allman:
In accordance with your application received May 8, 1997, attached is Permit No. WQ0013846,
dated May 29, 1997, to the City of Henderson for the construction and operation of the subject wastewater
collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject to
the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria adopted
February 12, 1996 and the attached permit.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted for the
construction and operation of approximately 771 linear feet of 8 inch gravity sewer to serve an existing
East Ridge Crossing Shopping Center, and the no additional discharge (flow allocated in Permit# 16374)
of collected domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to
the application received May 8, 1997, and in conformity with the North Carolina Gravity Sewer Design
Criteria.
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 the
receiving stream. —
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty.(30.).days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding.
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local,
state, and federal) which have jurisdiction.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
P( An Equal Opportunity Affirmative Action•Employer 50%recycled/10%post-consumer paper

If you need additional information concerning this matter, please contact Ms. Thelma Williams at
[phone] extension 524.
Sincerely, I/c�
PPreston Howard, Jr., P.E.
cc: Henderson County Health Department
®Asheville-RegionaLO'fice,Water Quality Section
McGill Associates, P.A.

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

1
,Estate of North Carolina
Department of Environment,
Health and Natural Resources LT. A
vision of Water Quality
James B. Hunt, Jr., Governor �� EL
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director ID E H N
FRI
April 16, 1997
Mr. C. Lemuel Oates
Manual Woodworkers and Weavers, Inc.
Route 9, Box 577-A
Hendersonville, North Carolina 28792
Subject: Permit.No. WQ0013620
Manual Woodworkers and
Weavers, Inc.
Manual Woodworkers Distribution
Warehouse
Sewer Extension
Henderson County
Dear Mr. Oates:
In accordance with your application received March 18, 1997, we,are forwarding herewith Permit
No. WQ0013620, dated April 16, 1997,to Manual Woodworkers and Weavers, Inc. for the construction
and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Matt Williams at(919)733-5083 extension 509.
Sincerely,
� Preston Howard, Jr.
cc: Henderson County Health Department
��exillerAegiottaliQ�ee�W�tettQaatity�Section 4Q / 8 0
Laughter, Austin and Associates, P.A., Mr. Jon H. Laughter, P.E. l
OFFj�F
(� P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%,post-consumer paper

CJ
Permit No. WQ0013620
April 16, 1997
ENGINEER'S CERTIFICATION
I, as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe (periodically,weekly,full time)the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit,the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
i
3

State of North Carolina �� 1
Department of Environment,
Health and Natural Resources 4 • •
Division of Water Quality r
James B. Hunt, Jr., Governor 1��j V,
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director E
February 26, 1997
FE �SEio��cE
c
Mr. Ezra W. Allman
City of Hendersonville
Post Office Box 1760 PSNFV�
Hendersonville, North Carolina 28793
Subject: Permit No. WQ0013370
City of Hendersonville
Carriage Park, Section 24
Sewer Extension
Henderson County
Dear Mr. Allman:
In accordance with your application received January 14, 1997,we are forwarding herewith Permit
No. WQ0013370, dated February 26, 1997, to the City of Hendersonville for the construction and
operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein. Please note condition number 13,which states that no flow
shall be made tributary to the subject sewer system permitted herein until the downstream sewers (Permit
No. WQ0013369) have been constructed and the engineers certification has been received and approved
by the Division of Water Quality.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Matt Williams at(919)733-5083 extension 509.
Sincerely,
6a_'� /
I r A. Preston Howard, Jr., P.E.
cc: Henderson County Health Department
A51a�rllr�egiamat=(�f€t��e e 2e 'ett�
William G. Lapsley & Associates, P.A., John B. Jeter, P.E.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
„3.� WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Hendersonville
Henderson County
FOR THE
construction and operation of approximately 2,125 linear feet of 8 inch gravity sewer to serve 41 - three
bedroom houses for Carriage Park, Section 24, and the discharge of 14,760 GPD of collected domestic
wastewater into the City of Hendersonville's existing sewerage system, pursuant to the application
received January 14, 1997, and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment, Health and Natural Resources
and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Hendersonville
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division of Water Quality, such as the construction of additional or replacement wastewater
collection facilities.
12. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next working
day following the occurrence or first knowledge of the occurrence of either of the following: k
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
13 No flow shall be made tributary to the subject sewer system permitted herein until the downstream
sewers (Permit No. WQ0013369) have been constructed and the engineer's certification has been
received and approved by the Division of Water Quality.
Permit issued this the 26th day of February, 1997
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
a.� z �a,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number W00013370
2

Permit No. WQ0013370
February 26, 1997
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
3

otate of North Carolina
Department of Environment,
Health and Natural Resources 4 • •
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F 1
A. Preston Howard, Jr., P.E., Director
t
February 26, 1997
I
Mr. Dale A. Hamlin, General Manager �°�\C 21
Carriage Park Development Corporation FE8
2827 Haywood Road
Hendersonville, North Carolina 28739
Subject: Permit No.WQOOP3369
Carriage Park'Development
Corporation
Carriage Park, Section 24
Sewer Extension
Henderson County
Dear Mr. Hamlin:
In accordance with your application received January 14, 1997,we are forwarding herewith Permit
No. WQ0013369, dated February 26, 1997, to Carriage Park Development Corporation for the
construction and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Matt Williams at [phone] extension 509.
Sincerely,
Ja
U A. Preston Howard, Jr., P.E.
cc: Henderson County Health Department
, shevi11edZegianalOffi Mate alityaSection�
William G. Lapsley & Associates, P.A., John B. Jeter, P.E.
P.O. Box 29535, Raleigh,North Carolina 27626-0535 Telephone[phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 5o%recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143,General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Carriage Park Development Corporation
Henderson County
FOR THE
construction and operation of a 30 GPM pump station with duplex pumps, high water alarms, portable
generator with connection plug,telemetry system, and approximately 1,570 linear feet of 2 inch force main
to serve Carriage Park, Section 24, and the no additional discharge(flow allocated under gravity permits)
of collected domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to
the application received January 14, 1997, and in conformity with the project plan, specifications, and
other supporting data subsequently filed and approved by the Department of Environment, Health and
Natural Resources and considered a part of this perntit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Hendersonville
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover(minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division of Water Quality,such as the construction of additional or replacement wastewater
collection facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[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 (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
2

14. This permit shall become voidable unless the agreement between Carriage Park Development
Corporation and the City of Henderson for the collection and final treatment of wastewater is in full
force and effect.
15. The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statute 143-215.6(a) to 143-215.6(c) for violation of or failure to act in
accordance with the terms and conditions of this Permit.
Permit issued this the 26th day of February, 1997
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
AA. ston oward, Jr., P.E., Director
on of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0013369
3

Permit No. W00013369
February 26, 1997
ENGINEER'S CERTIFICATION
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe(periodically, weekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
4

V
f North Carolinament of Environment, TINA
and Natural Resources •vson of Water Quality 1
James B. Hunt, Jr., Governor As
Jonathan B. Howes, Secretary p E H N F=t'
A. Preston Howard, Jr., P.E., Director �
November 27, 1996 ag 6 � V
ff
Mr. Dale A. Hamlin, General Manager DEC - 4 D 1996 Carriage Park Development Corporation
2827 Haywood Road ASH//,,a
Hendersonville,North Carolina 29739 C Rf-7pyAtECOrION
f
Subject: Permit No. WQ0013032
Carriage Park Development
Corporation
Carriage Park, Section 14
Sewer Extension
Henderson County
Dear Mr.Hamlin:
In accordance with your application received October 16, 1996,we are forwarding herewith Permit
No. W00013032, dated November 27, 1996, to Carriage Park Development Corporation for the
construction and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Matt Williams at [phone] extension 509.
Sincerely,
A. Preston oward, Jr., P.E.
cc: Henderson County Health Department
-A&heuAIe.Rel*ional Off ce W,ateaQ alityrSer_nen
`William G. Lapsley & Associates, P.A., Mr. John B. Jeter, P.E.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143,General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Carriage Park Development Corporation
Henderson County
FOR THE
construction and operation of a 36 GPM pump station with duplex pumps, high water alarms, connection
for portable generator, telemetry system, and approximately 760 linear feet of 2 inch force.main to serve
19 - three bedroom houses for Carriage Park, Section 14, and the discharge of 6,840 GPD of collected
domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to the
application received October 16, 1996, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications,and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City.of Hendersonville
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. The Permittee shall provide for the pump station and force main the following items:
a. Pump onloff elevations located so that 2-8 pumping cycles may be achieved per hour in the
pump station,
b. An air relief valve located at all high points along the force main,
c. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and sidewalls,
e. Three feet of cover(minimum) over the force main or the use of ferrous material where three
feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action,including those as may be required
by this Division of Water Quality, such as the construction of additional or replacement wastewater
collection facilities.
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[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 (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
2

14. This permit shall become voidable unless the agreement between Carriage Park Development
Corporation and the City of Hendersonville for the collection and final treatment of wastewater is
in full force and effect.
15. The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein by reference and is a condition of this permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statute 143-215.6(a) to 143-215.6(c) for violation of or failure to act in
accordance with the terms and conditions of this Permit.
Permit issued this the 27th day of November. 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
4
A. Preston H ard, Jr., P.E., Director
Division of W er Quality
By Authority of the Environmental Management Commission
Permit Number WO0013032
3

Permit No. WQ0013032
November 27, 1996
ENGINEER'S CERTIFICATION
1. , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time)the construction of the
project, for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
4

STATE OF .NORTH CAROLIN.
COUNTY OF
Permit No. �
S�D F,t- EMRPfTIO,N4 AGREEMENT
This AGREEMENT made pursuant to G.S. 143-215.1 (dI) and entered into this day of
, 19 , by and between the Nonh Carolina Environmental Managemen;
Commission, an agency of the State of North Carolina, hereinafter known as the COMMISSION; and
CARRIAGE PARK DEVELOPMENT CORE. , a corporadon/general partnership registered/licensed to do
business in the State of North Carolina, hereinafter known as the DEVELOPER.
Yv=SSETH:
1 . The DEVELOPER is the owner of the certain lands lying in HENDERSON County, upon
which it is erecting and will erect dwelling units and other improvements, said development to be known as
CARRIAGE PARK — SECTION 14 (hereinafter the D,eyelopment)
cp
2. The DEVELOPER desires, to construct a wastewater collection system with pumps, wastewater aatment
works and/or disposal facilities (hereinafter Disposal System) to provide sanitary sewage disposeto serve
the Development on said lands. r
3. The DEVELOPER has applied to the COMMISSION for the issuance of a permit pursuant to G.S t 3
215.1 to construct, maintain, and operate the Disposal System. G=
4. The DEVELOPER has created or shall create unit ownership in said dwellings units, other improv is
and lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter
47C of the North Carolina General Statutes.
5. The DEVELOPER has caused to be formed or will cause to be formed at the time of filing of the Declaration
the (UnitnYners Association) CARRIAGE PARK HOME OWNERS ASSOCIATION , (hereinafter
Association) a non-profit corporation organized and existing under and by the virtue of the laws of the State
of North Carolina, for the purpose, among others, of handling the property, affairs and business of the
Development; of operating, maintaining, re-constructing and repairing the common elements of the lands
and improvements subject to unit ownership, including the Disposal System; and of collecting dues and
assessments to provide funds for such operation, maintenance,re-construction and repair.
6. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of'the,
wawers of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and the benefits to be derived by each of the parties
hereto, the COMMISSION and DEVELOPER do hereby mutually agree as follows:
1 . the DEVELOPER shall construct the Disposal System in accordance with the permit and plans and
specifications hereafter issued and approved by the COMMISSION; and shall thereafter properly operate
and maintain such systems and facilities in accordance with applicable permit provisions and law.
2. The DEVELOPER shall not transfer ownership and/or control of the Disposal System to the Association
until construction has been completed in accordance with the permit and approved plans, and the staff of the
Division of Environmental Management has inspected and approved of the facilities. In order to change the
name of the permit holder, the DEVELOPER must request that the permit be reissued to the Association.
The request must include a copy of the Association Bylaws and Declaration.
3. The DEVELOPER shall not transfer, convey, assign or otherwise relinquish or release its responsibility for
the operation and maintenance of its Disposal System until a permit has been reissued to the DEVELOPER's
successor.
1,400 copies of this document were printed at a cost of Sao 46,or S0.029 per copy.

tate of North Carolina
Department of Environment, A�i6
Health and Natural Resources sDivision of Water Quality ���A��
James B. Hunt, Jr., Governor �� ��
Jonathan B. Howes, Secretary ® E
A. Preston Howard, Jr., P.E., Director
November 27, 1996 0 U))y�•))�,
Mr.Ezra M. Allman ,y� �.
City of Hendersonville c/ n 0
Post Office Box 1760
Hendersonville, North Carolina 28793
Subject: Permit No.WQOOT301
City of Hendersonville
Carriage Park, Section 14
Sewer Extension
Henderson County
Dear Mr.Allman:
In accordance with your application received October 14, 1996, we are forwarding herewith Permit
No. WQ0013018, dated November 27, 1996, to City of Hendersonville for the construction and operation
of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Matt Williams at(919)733-5083 extension 509.
Sincerely, n �n �_
� �
A. Preston I ward, Jr., P.E.
cc: Henderson County Health Department
,Ash evil egtona�'0O rcff V,%1Ater ■uality{Section
William G. Lapsley & Associates, Mr. John B. Jeter, P.E.
P.O. Box 29535, Raleigh, North Carolina 27626.0535 Telephone[phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
City of Hendersonville
Henderson County
FOR THE
construction and operation of approximately 1096 linear feet of 8 inch gravity sewer to serve Carriage
Park, Section 14, and the no additional discharge (flow allocated under private downstream Permit No.
WQ0013032) of collected domestic wastewater into the City of Hendersonville's existing sewerage
system, pursuant to the application received October 14, 1996, and in conformity with the project plan,
specifications, and other supporting data subsequently filed and approved by the Department of
Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit,the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of Hendersonville
Wastewater Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force-main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
t

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failurc- to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General. Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal.) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action,including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[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 (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
14. No flow shall be made tributary to the subject sewer system permitted herein until the downstream
sewers (Permit No. WQ0013032) have been constructed and the engineers certification has been
received and approved by the Division of Water Quality.
Permit issued this the 27th day of November, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGE NT COMMISSION
A. Preston Ho ard, Jr., P.E., Ejirector
Division of W er Quality
By Authority of the Environmental Management Commission
Permit Number WQ0013018
2

Permit No. WQ0013018
November 27, 1996
ENGINEER'S CERTIFICATION
I, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe(periodically, weekly, full time) the construction of the
project. for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit,the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
3

•
r
North Carolina
ent of Environment,
eaand Natural Resources e 0
Division of Water Quality
James B. Hunt, Jr., Governor ion
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director LASHEVILL
S � �� �=October 11, 1996O41.q.9Fi !)Robert P. Ingle, Chairman of the BoardIngles Market, Inc. GIo-1 OFFICE
PO Box 6626
Asheville, NC 28816
Subject: Permit No.WQ0012924
Ingles Market, Inc.
Ingles Market, Hendersonville
Sewer Extension
Henderson County
Dear Mr. Ingle:
In accordance with your application received September 17, 1996, we are forwarding herewith
Permit No. WQ0012924 , dated October 11, 1996, to Ingles Market, Inc. for the construction and
operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Andrew M. Oakley at(919)733-5083 ext. 533:
Sincerely,
Prestot�/Howazd, Jr., P.E.
cc: Henderson County Health Department
'-Asheville-Regional:Office;=WateriQpality Sectioh
L. Taylor Robertson, P.E.; Robertson/Loia/Roof, P.C.
Y P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
\�� An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

N ®0
NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Ingles Market, Inc.
Henderson County
FOR THE
construction and operation of approximately 491 linear feet of 8 inch gravity sewer to serve a 60,000
square foot Ingles Market and 3,000 square feet of retail outlots, and the discharge of 6,900 GPD of
collected domestic wastewater into the City of Hendersonville's existing sewerage system,pursuant to the
application received September 17, 1996, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit,the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of
Hendersonville's Wastewater Treatment Facility prior to being discharged into the receiving
stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
704/251-6208, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons,that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage,etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
13. This permit shall become voidable unless the agreement between the City of Hendersonville and
Ingles Market, Inc. for the collection and final treatment of wastewater is in full force and effect.
Permit issued this the 1 lth day of October, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
KPreston aid, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0012924
2

N N
Permit No. WQ0012924
October 11, 1996
ENGINEER'S CERTIFICATION
I, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, , for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit,the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
3

tot North Carolina
epartment of Environment,
Health and Natural Resources je Division of Water Quality
v.�.�James B. Hunt, Jr., Governor �
Jonathan B. Howes, Secretary [D FE N F1
A. Preston Howard, Jr., P.E., Director
September 16, 1996
Michael Oliphant,Director O
Housing Assistance Corporation SEp ��,91996
PO Box 2057
Hendersonville, NC 28793 WATER QUALITY SECTION
cFl_ I LE REGIONAL OFFICE
Subject: Permit N04a68 -2a17
Housing Assistance Corporation
Parkview Apartments
Sewer Extension
Henderson County
Dear Mr. Oliphant:
In accordance with your application received April 19, 1996, we are forwarding herewith Permit
No. WQ0012317 , dated September 16, 1996, to Housing Assistance Corporation for the construction
and operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 15OB of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Andrew M. Oakley at [phone] ext. 533.
Sincerely,
O ` � �
A. Presto oward, Jr., P.E.
cc: Henderson County Health Department
tAshexille-.Regional Office,—Water-Qnality-Section
Evans Engineering, Inc.
lY�
\A0. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Housing Assistance Corporation
Henderson County
FOR THE
construction and operation of approximately 858 linear feet of 8 inch gravity sewer to serve 24 two
bedroom and 8 three bedroom units of the Parkview Apartments, and the discharge of 8,640 GPD of
collected domestic wastewater into the City of Hendersonville's existing sewerage system, pursuant to the
application received April 19, 1996, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the City of
Hendersonville's Wastewater Treatment Facility prior to being discharged into the receiving
stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality accompanied by an application fee, documentation from the parties
involved, and other supporting materials as may be appropriate. The approval of this request will
be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

! 1
7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Pemuttee
to an enforcement action by the Division of Water Quality, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
704/251-6208, as soon as possible, but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
13. This permit shall become voidable unless the agreement between the City of Hendersonville and
Housing Assistance Corporation for the collection and final treatment of wastewater is in full force
and effect.
Permit issued this the 16th day of September, 1996
NORTH CAROLINA EnNVIRONMENTAL MANAGE NT COMMISSION
A. Preston H ward, Jr., P.E., irector
Division of ater Quality
By Authority of the Environmental Management Commission
Permit Number WQ0012317
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Permit No. WQ0012317
September 16, 1996
ENGINEER'S CERTIFICATION
1, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, for the
Project Nante Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
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