NC0025534_FTSEs_Historic_20210115

\QF W ArFgoy itiael F:Easley,Governor
jy l,�yg IZG.Ross Jr.,Secretary
C North Caro i epalen(of,�gvjronmeritand Natural Resources
Alan W.Klimek,P.E.,Director
Division of Water Quality
September 8,2006
Town Manager
City of Hendersonville
PO Box 1760
Hendersonville, NC 28793
SUBJECT: Wolfpen Apartments
Permit No. WQ0017712
Wastewater Collection System Extension
Final Engineering Certification Acknowledgement
Dear Permittee:
Per 15A NCAC 2H.0220,the Division received a final engineering certification for the subject project on July
20,2006. Enclosed is a copy of the certification page for your records. It is assumed that receipt of this
certification indicates compliance with all regulations,design criteria and the permit. A cursory review of the
certification materials has been conducted. Based on the cursory review of the plans submitted the project
appears to meet the requirements of the permit,regulations and design criteria. Note that the Division does
not acknowledge partial certifications by letter. It is the Permittee's responsibility to track all submissions and
receipt of partial certifications to the Division.
Please be reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received such copy from your consultant,please contact them
immediately to obtain a copy.
Lastly,you are receiving this letter because the Division has you listed as the responsible party. If this permitted
system is no longer owned by you or your company, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from htta://h2o.enr.state.nc.us/peres from
the Collection Systems Applications page.
If you have any questions concerning this document or the completion of Form PNOCF-S (if necessary),
please contact me at the letterhead address or via E-mail at [e-mail].
Sincerely,
Cla/v
Starr Silvis
Environmental Engineer
Enclosure
=,Cc�,A5heville Regional.Office;Surface Water-Protection5ection•(albdocument"s)'--;: 'r
Mr.William Lapsley(no enclosures)
PO Box 546,Hendersonville,NC 28793
PERCS
Surface Water Protection Section Central Files
One North Carolina Division of Water Quality 2090 U.S.Hwy 70 Swannanoa NC28778
NorthCarohna Phone[phone] Fax[phone]
Natimal`y Internet http/A� .neuaterqualRycrgl
L KLL An Equal OpporWnily/ARnnativeAction Employer

YEL p n

RECEIVED
Permit No. WQ0015370 JAN 7 2005
May 26, 1998
PERCS UNIT
ENGINEER'S CERTIFICATION
Partial Final
� ��QQ
dul d Professional Engineer in the State of North
Carolina, having been authorized to obsery periodically, eek1lly, full time) the construction of the
project, WOI � S3�L rUSeuleUS, 2u W t1E l�SOh 00A� for the
Project N me Location and Coun
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such t the construction was observed to be built within substantial compliance of this
permit, the certificate co erage, the North Carolina Gravity Sewer Minimum Design Manual, and other
supporting materiaV
Signature dd H CA gistration No.
Date II oct Lod ¢ :Q :
i SEAI-
6469 "2
Gyp�EE �a
The above Engineer's Certification must be compl d-It6mitted 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 Pemuttee to appropriate enforcement actions. -111,.— __,.__ ..__-_ _ _-_--_--
NORTH CAROLINA DIVISION OF WATER QUA
WATER QUALITY SECTION Q D �
PERMITS AND ENGINEERING UNIT•. " SEP - 8 2006
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535 WATER QUALITY SECTION
ASHEVILLE REGIONAL Cv -ICE
FAF[ V
6 2005--
IT"F-"GiiCN
�-C A-C`� CE
3

State of North Carolina ' '
Department of invironment .
and Natural Resources r
Asheville Regional Office
Michael F. Easley, Governor C D E�
William G. Ross, Jr., Secretary
Kerr T. Stevens,Director NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT ANO NATURAL RESOURCES
Division of Water Quality
WATER QUALITY SECTION
February 12, 2001
Mr. Ezra W. Allman, Director
Water and Sewer Department
City of Hendersonville
Post Office Box 1760
Hendersonville, North Carolina 28739
SUBJECT: Permit-No WQ0019552
C�Cety of Hend'erso le'
astewater Collection System Extension
�Fl�gh`land I-ake , hiC .-
nderson'Co inty
Dear Mr. Allman:
In accordance with your application received January 22, 2001, please find attached Permit
No. WQ0019552 for the construction and operation of the subject wastewater collection system
extension. This Permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that
the wastewater collection facilities be properly operated and maintained in accordance with
15A NCAC 2H .0227 or any individual system-wide collection system permit issued to the
Permittee
Permitting of this project does not constitute acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design
Criteria for the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina-licensed Professional Engineer in the application. It

NON NPDES FACILITY AND PERMIT DATA 02./01/01 11:06:57
UPDATE OPTION TRXID 50U KEY WQ0019552
PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE—$ 400.00 REGION
FACILITY NAME> HENDERSONVILLE, CITY—HIGHLANIH COUNTY> HENDERSON 01
ADDRESS: MAILING (REQUIRED) ENGINEER: FREELAND—CLINKSCALES &ASC
STREET: PO BOX 1760 STREET: 201 SECOND AVENUE EAST
CITY: HENDERSONVILLE ST NC ZIP 28739 CITY: HENDERSONVILLE ST NC ZIP 28739
TELEPHONE 828 697 3065 TELEPHONE: [phone]
STATE CONTACT> SERG/ARO FACILITY CONTACT EZRA ALLMAN
TYPE OF PROJECT> SEWER—PUBLIC LAT: LONG:
DATE APP RCVD 01/22/01 N=NEW,M=MODIFICATION,R=REISSUE> N
DATE ACKNOWLEDGED 02/01/01 DATE REVIEWED / / RETURN DATE
REG COMM REQS / / DATE DENIED / / NPDES #—
REG COMM RCVD / / DATE RETURNED / / TRIB Q .0000 MGD
ADD INFO REQS / / OT AG CON REQS / / TRIB DATE—
ADD INFO RCVD / / OT AG COM RCVD
END STAT APP P 04/22/01 DATE ISSUED / / DATE EXPIRE
FEE CODE( 7 ) 1= (>lMGD) ,2=(>10KGD) ,3=(>lKGD) ,4= (<1KGD+SF) ,5=(S>300A) , 6=(S<=300A) ,
7=(SENDEL) , 8=(SEDEL) ,9=(CLREC) , O=(NO FEE) DISC CODES 01 05 ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS: HIGHLAND LAKE UNIT 5-8
MESSAGE: *** DATA ADDED SUCCESSFULLY ***
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State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
NON-DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS
(Pump stations,force mains and pressure sewers are not to be included as part of this application package.)
(THIS FORM MAYBE PHOTOCOPIED FOR USEAS AN ORIGINAL.)
INSTRUCTIONS: Please indicate that you have included the following list of application requirements by signing your
W.nit als in the space provided next to each item.
A.Application Form-Submit one original and one copy of the completed and appropriately executed application form.
Any changes to the content of this form will result in the application being returned.The Division of Water Quality
(Division)will only accept application packages that have been fully completed with all applicable items addressed.
Failure to submit all required items will lead to additional processing and review time for the permit application.
B.Application Fee-Submit a check in the amount of$400 made payable to:North Carolina Department of Environment
and Natural Resources(NCDENR).
C.Flow Acceptance Letters—If the owner of the W WTF is different from the applicant,submit two copies of a flow
acceptance letter from the owner of the W WTF.Flow acceptance letters must contain the following minimum
information:applicant and project name,amount of flow accepted,and name and permit number of the receiving
sewers[WWTF. The flow acceptance must not expire prior to permit issuance and must be dated less than a year prior
to the application date. Intergovernmental agreements or other contracts will not be accepted in lieu of a project-
specific flow acceptance letter.
-'- �:CErfifieata ofi'nbIIeEonvenience-and-Necessity= f the application is being submittedinthemameof-aprivately
owned public utility,submit two copies of the Certificate of Public Convenience and Necessity,which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension.If a
Certificate of Public Convenience and Necessity has not been issued,provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received,that the service area
is contiguous to an existing franchised area,and/or that franchise approval is expected. '
E.Operational Agreements—Submit one original and two copies of a properly executed Operational Agreement if the
sewer extension will be serving residential or commercial lots(houses,condominiums,townhomes,outparcels,etc.)
that will be owned by a homeowners'association or developer.If the applicant is a homeowners' association,use Form
HOA 10/99.If the applicant is a developer,use Form DEV 10/99.
I. GENERAL INFORMATION: Application Number: WNW � (�sbecompleted by DWQ
1. Applicant's name(name of the municipality,corporation,individual,etc.): —� 00
City of Hendersonville
2. Owner's or signing official's name and title(15A NCAC 2H.0206(b)):
Ezra W. Allman Director of Water and Sewer
3. Name and complete address of applicant: City of Hendersonville Water and Sewer Dept
P.O. BOX 1760
City: Hendersonville State: NC Zip: 28719
Telephone number: ( R 2 R ) 6 g 7—I fl F 5 Facsimile number:(_)
4. Project name(name of the subdivision,facility or establishment,etc.): Highland Lake Unit 5-8
5. County where project is located: Hendersonv
s
FORM: GSPA 02/00 Page 1 of 4

6. Name and complete address of engineering firm: Freeland—Clinkscales and Assoc.
of Nr 201 Second Ave East
City: Hendersonville State: N.C. Zip: 28739
Telephone number.: ( 8 2 8 ) 6 9 7—6 5 3 9 Facsimile number: (828 ) 697-4195
7. Name and affiliation of contact person who can answer questions about application:
Fulton V. Clinkscales Jr.
II. PERMIT INFORMATION:
I. Project is: X new; modification (additional Phase to previously
approved)
2. If this application is being submitted as a result of a modification to an existing permit,provide:
existing permit number and the issuance date
3. Applicant is: X public private.
If private, units(lots,townhomes,etc.)are: leased(Skip to Section III.) sold
If sold,facilities owned by a: public utility(See Instruction D.);
homeowners' association/developer(See Instruction E.)
III. INFORMATION ON WASTEWATER:
1. Please provide a one-or two-word description specifying the origin of the wastewater(school,subdivision,
- osospTal,commerc`a1 acih�y,taus ,apace eats
70 residential units
2. Volume of wastewater generated by this project: 25200
gallons per day
3. Explanation of how wastewater flow was determined(15A NCAC 2H.0219(1)):
70 residental units @ 360 GPD/Unit
4. Nature of wastewater: 10 0 %Domestic/Commercial; %Industrial;
Other waste-specify:
5. If wastewater is industrial in nature:
a.Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility:
b.If apretreatment permit is required,has one been issued? Yes; No. If yes,please attach
a copy of the pretreatment permit. If no,provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: Master Planned residental village
2. Owner and name of wastewater treatment facility(W WTF)receiving wastewater(See Instruction C.):
City of Hendersonville
3. WWTF permit number(NC00*****orWQOO*****): N60025534
FORM: GSPA 02/00 Page 2 of 4

'Summary of GRAVITY SEWER to be permitted:
Diameter Length
(incites) (linear feet)
8" DIP (CL50 ) 108 LF +/-
8" PVC/SDR35 3404 LF
5. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria and
15A NCAC 2II.0200? X Yes; No. If no,please identify criteria and explain:
per our intprnrptation of i-hp manual
- -- -- —. ..- - -- --'---EV1P0RTA-NT: -
If you responded No to question IV.5 above,the completed application package,including two (2)
copies of plans•saecificati6ns,supporting information and any other materials,should be submitted
for an individual permit
The completed application package,including all supporting information and materials should be
sent to the following address:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES-
DIVISION OF WATER QUALITY
NON-DISCHARGE PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET,
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
FORM: GSPA 02/00 Page 3 of 4

A l '
V. CERTIFICATIONS:
Professional Engineer's Certification:
I,F.V. Clinkscales Jr. ,attest that this application for
Hendersonville Water & Sewer has been reviewed by me and is
accurate,complete and consistent with the information supplied in the engineering plans,calculations,and all
other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations and Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996. Although certain portions of this
submittal package may have been developed by other professionals,inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B,any person who
knowingly makes any false statement,representation,or certification in any application shall be guilty of a
Class 2 misdemeanor which may include,a fine not to exceed$10,000 as well as civil penalties up to$25,000
per violation.
North Carolina Professional Engineer's seal,signature,and date:
` .�f • q- b-Zo o a
• �-�, SEAL ate;
be
Applicant's Cerfificcatio/&—�-', . (
1, S'' p, 1�} /7 /Ai/(' {��1�N attest that this application for
N A 0L .l¢ I� t7 A t U-k s b has been reviewed by me and is
accu ate and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if all required supporting information and attachments are not included,this application
package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and
143-215.6B,any person who knowingly makes any false statement,representation,or certification in any
application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed$10,000 as well as
civil penalties up to$25,000 per violation.
Signature: &WV-- Date:
FORM: GSPA 02/00 Page 4 of 4

OFFICERS; CITY OF HEN'DERSONVILLE CITY COUNCIL:
Fed H.Niehotf,.Jr. J.CR ENDS HAR£
Mayor "The'City of Four Seasons'-'
'Mary Jo Padgett LONDA;MURRAY
Mayor Pro-Tem WATERAND.SEWER DEPARTMENT'
Chris A.Carter Ezra Allman, Director MARY Jo PADGEFT
City Manager
Tammie,K.Drake `5 BARBARA Vo' .
City clerk. ` C,
LETTER OF TRANSMITTAbL _z 2. 2l
Mr. Kim H. Colson, P.E'. , Supervisor January 17, '2001
N. C. Department of Environment
and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Attached, we are sending you THREE' (3) COPIES of PERMIT
APPLICATIONS, a CHECK in the AMOUNT of $400, and a Copy of a
SANITARY SEWER CAPACITY ACCEPTANCE LETTER for a, proposed
GRAVITY SANITARY SEWER COLLECTION SYSTEM to serve HIGHLAND
LAKES SUBDIVISION, PHASES 5-8 in Henderson County, North
Carolina..
This project is being forwarded to you for your review and
approval.
Submitted By:
ater and gewer Department
CITY OF HENDERSONVILLE
CC: Project File
i318 Fourth:Avenue.East P.O.Box 1760 Phone: (828)'697-3063
Hendersonville,NC 28792 Hendersonville,NC 28793. Fax [phone]
e-mail;[e-mail] w.cityofhendersonville.org

OFFICERS: CITY OF HENDERSONVILLE CITX COUNCIL:
Fred H.Niehoff,.Jr. "The
J.CRITTENDEN HARLEY
Mayor TherCity of Four Seasons"'
MaryJo Padgett LoDmA MORRAV
Mayor Pro-Tern
WATER AND SEWER DEPARTMENT
Ghns A.Carteer MA"Jo PADGEI-P.�
City Manager Ezra Allman, Director
T_amm a K.Drake, BAMAMVOLK
City Clerk
January 17, 2001
Mr. Kim H. Colson; P.E.,, Supervisor
N. C. Department of Environment
and Natural Resources'
Division of Water Quality iy� Ivfla
1617 Mail Service Center
Raleigh, N.C. 27699-1617
Re: CAPACITY ACCEPTANCE LETTER
Sewer Line .Extension NG: sch re'Pemistring
Highland Lakes Subdivision, Phases 5-8
Dear Mr. Colson:
This is to advise you that 2 have reviewed the plans and specifications.
prepared by Mr. Fulton V. Clinkscales, Jr. , P.E. of Freeland-
Clinkscales & Associates Of N.C. , Inc.. , 'for a ,proposed gravity sewer
collection system to serve the referenced project.
It is my opinion that the City of Hendersonville has the capacity to
accept the additional wastewater flows that will be generated by the
referenced project.
If you have any questions, call me at (828) 697-3063.
Sincerely,
as Allma` Dire tor
Water and.. Sewer Department.
CITY OF' HENDERSONVILLE
cc:. Project file
318 Fourth,Avenue East P.O.Box 1760 Phone: [phone]fi3
Hendersonville,NC 28792 _ Hendersonville,NC 28793 Fax: [phone]
e-mail:[e-mail] i .cilyofhendersonville.org

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
NON-DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS
(Pump stations,force mains and pressure sewers are not to be included as part of this application package.)
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:Please indicate that you have included the following list of application requirements by signing your
initials in the space provided next to each item.
14A.Application Form-Submit one original and one copy of the completed and appropriately executed application form.
Any changes to the content of this form will result in the application being returned.The Division of Water Quality
(Division)will only accept application packages that have been fully completed with all applicable items addressed.
Failure to submit all required items will lead to additional processing and review time for the permit application.
B.Application Fee-Submit a check in the amount of$400 made payable to:North Carolina Department of Environment
and Natural Resources(NCDENR).
C.Flow Acceptance Letters—If the owner of the W WTF is different from the applicant,submit two copies of a flow
acceptance letter from the owner of the W WTF.Flow acceptance letters must contain the following minimum
information:applicant and project name,amount of flow accepted,and name and permit number of the receiving
sewers/W WTF. The flow acceptance most not expire prior to permit issuance and must be dated less than a year prior
to the application date. Intergovernmental agreements or other contracts will not be accepted in lieu of a project-
specific flow acceptance letter.
-- =D:Certificates-ofPubIIcConvenience-and�recessitp=-ifthe application is being subirdnedin themameof a privately
owned public utility,submit two copies of the Certificate of Public Convenience and Necessity,which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension.If a
Certificate of Public Convenience and Necessity has not been issued,provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received,that the service area
is contiguous to an existing franchised area,and/or that franchise approval is expected '
I-Operational Agreements—Submit one original and two copies of a properly executed Operational Agreement if the
sewer extension will be serving residential or commercial lots(houses,condominiums,townhomes,outparcels,etc.)
that will be owned by a homeowners' association or developer.If the applicant is a homeowners'association,use Form
HOA 10199.If the applicant is a developer,use Form DEV 10199.
I. GENERAL INFORMATION: Application Number: UU 1✓K%ompletedby DWQ)
1. Applicant's name(name of the municipality,corporation,individual,etc.):
City of Hendersonville
2. Owner's or signing official's name and title(15A NCAC 2H.0206(b)):
Ezra W. Allman, Director of Water and Sewer
3. Name and complete address of applicant: City of Hendersonville Water and Sewer Dept
P.O. BOX 1760
City: Hendersonville State: NC Zip: 2873q
Telephone number. ( 8 2 R ) 6 9 7—3 f1 F 5 Facsimile number:(_)
4. Project name(name of the subdivision,facility or establishment,etc.): Highland Lake Unit 5-8
5. County where project is located: Hendersonv
F
FORM: GSPA 02/00 Page 1 of 4

6. Name and complete address of engineering firm: Freeland—Clinkscales and Assoc.
of tug 201 Second Ave East
City: Hendersonville State: N•C• Zip: 28739
Telephone number: ( 8 2 8 ) 6 9 7—6 5 3 9 Facsimile number: (828 ) 697-4195
7. Name and affiliation of contact person who can answer questions about application:
Fulton V. Clinkscales Jr.
II. PERMIT INFORMATION:
1. Project is: X new; modification (additional Phase to previously
approved)
2. If this application is being submitted as a result of a modification to an existing permit,provide:
existing permit number and the issuance date
3. Applicant is: X public private.
If private, units(lots,townhomes,etc.)are: leased(Skip to Section III.) sold
If sold,facilities owned by a: public utility(See Instruction D.);
homeowners' association/developer(See Instruction E.)
III. INFORMATION ON WASTEWATER:
1. Please provide a one-or two-word description specifying the origin of the wastewater(school,subdivision,
— 'hospr a,cBmmerct`al acili y�incus ap ents,cdndormnrums,"mac.)--
70 residential units
2. Volume of wastewater generated by this project 25200 gallons per day
3. Explanation of how wastewater flow was determined(15A NCAC 2H.0219(1)):
70 residental units @ 360 GPD/Unit '
4. Nature of wastewater: 100 %Domestic/Commercial; %Industrial;
Other waste-specify:
5. If wastewater is industrial in nature:
a.Level of pretreatment that has been provided to ensure protection of the receiving collection system and
wastewater treatment facility:
b.If a pretreatment permit is required,has one been issued? Yes; No. If yes,please attach
a copy of the pretreatment permit. If no,provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: Master Planned residental village
2. Owner and name of wastewater treatment facility(W WTF)receiving wastewater(See Instruction C.):
City of Hendersonville
3. WWTFpermit number(NC00*****orWQ00*****): N60025534
FORM: GSPA 02/00 Page 2 of 4

--Summary of GRAVITY SEWER to be permitted:
Diameter Length
(inches) (linear feet)
8" DIP (CL50 ) 108 LF +/-
8" PVC/SDR35 3404 LF +/—
5. Does the subject gravity sewer collection system comply with the Gravity Sewer Minimum Design Criteria and
15A NCAC 2H.0200? x Yes; No. If no,please identify criteria and explain:
per our interpret-at-inn of i-hP manual
- - -- -- — - — - ---EVIPORTA-NT:-
If you responded No to question IV.5 above,the completed application package,including two (2)
copies of plans.specifications,supporting information and any other materials,should be submitted
for an individual permit.
The completed application package,including all supporting information and materials should be
sent to the following address:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON-DISCHARGE PERMITTING UNIT
By U.S.Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET,
RALEIGH,NORTH CAROLINA 27699-1617 RALEIGH,NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
P
FORM: GSPA 02/00 Page 3 of 4

V. CERTIFICATIONS:
Professional Engineer's Certification:
I,F.V. Clinkscales Jr attest that this application for
Hendersonville Water & Sewer has been reviewed by me and is
accurate,complete and consistent with the information supplied in the engineering plans,calculations,and all
other supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations and Gravity Sewer
Minimum Design Criteria for Gravity Sewers adopted February 12, 1996. Although certain portions of this
submittal package may have been developed by other professionals,inclusion of these materials under my
signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613,any person who
knowingly makes any false statement,representation,or certification in any application shall be guilty of a
Class 2 misdemeanor which may include a fine not to exceed$10,000 as well as civil penalties up to$25,000
per violation.
North Carolina Professional Engineer's seal,signature,and date:
jV
Applicant's Certification:
I, F ->R 4 /7-I/f ►YL 0 tJ attest that this
application for
�� ✓� 4: Lt`4 ` V fo has been reviewed by me and is
acc�and complete to the best of my knowledge. I understand that if all required parts of this application are
not completed and that if all required supporting information and attachments are not included,this application
package will be returned to me as incomplete. Note: In accordance with NC General Statutes 143-215.6A and
143-215.613,any person who knowingly makes any false statement,representation,or certification in any
application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed$10,600 as well as
civil penalties up to$25,000 per violation.
Signature: LA Q— Q,QX-WQW* Date:
FORM: GSPA 02/00 Page 4 of 4

t�
State of North Carolina
Department of Environment
and Natural Resources �� •
Division of Water Quality tiWOMNO �
k
Michael F. Easley, Governor NCDENR
William G. Ross Jr., Secretary
Kerr T. Stevens, Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 3, 2001
CITY OF HENDERSONVILLE
EZRA ALLMAN
318 FOURTH AVENUE EAST
HENDERSONVILLE, NC 28792
Subject: Permit No. WQ0019057
Highlandl
Sewer-Public
Henderson County
Dear Mr. Allman:
The Division's Non-Discharge Permitting Unit has received your signed and sealed
certification with record drawings. The Division hereby accepts this certification based upon its
execution and submittal by a North Carolina Professional Engineer. Please note that the record
drawings will be forwarded to the Asheville Regional Office and have not been reviewed. If a
review is conducted, you will be notified of any non-conformity with the Minimum Design
Criteria.
If it would be helpful to discuss this matter further, I would suggest that you contact the
Water Quality Regional Supervisor at the Asheville Regional Office at(828) 251-6208.
Sincerely,
420 Thelma Williams
cc: Asheville Regional Office,Water Quality Section
Central Files Q
Gray Engineering Consulting 'JUL - 6 2001
6VATER FpUAI ITY SECTION
ASHEVII I REGIONAL OFFICE
1617 Mail Service Center,Raleigh,NC 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

Permit No. WQ0019057
October 27, 2000
gGINEER'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, 1-4.-1/z,,WD � 6 D4o (' &a4,,,e c z for the
Project Name Location and Coun
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of
this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast-Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
R E C : V C D
A, CIC
The D' Quality hereby t^
rvision of Water Qu tY i = -
f* of this Engineers
acknowledges receipt andscce ..:.nca
Certitica:ion rion-Discharge Permitting
p`aa'` III>•_...-... ��.
The above Engineer's Certification shall be completed and submitted t the address b ow rith one
copy of the "Construction Record Drawings" of the wastewater colle 'on system extensio well as
supporting design calculations for any pump stations permitted as part of this project. This project shall
not be considered complete nor allowed to operate until this Engineer's Certification and all required
supporting documentation have been received by the Division. Any wastewater flow made tributary to
the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
4

06/26/01
Permit Number WQ0019057 Permit Tracking Slip
Program Category Status Project Type
Non-discharge Active New Project
Pe it Type Version Permit Classification
G' 3.1 Sewer Extension, Pump Stations, & 1.00 Individual
Pr ssure Sewer Extensions
Primary Reviewer Permit Contact
kristin.miguez Ezra Allman
Permitted Flow 318 Fourth Avenue East
0 Hendersonville NC 28792
Facility
Facility Name Major/Minor Region
Hendersonville City-Highland Minor
Location Address County
Owner
Owner Name Owner Type
Hendersonville City Government
Dates/Events
Draft Scheduled Public
Orig Issue App Received Initiated Issuance Notice Issue Effective Expiration
09/11/00 10/27/00 10/27/00
Regulated Activities Requested/Received Events
Domestic, other Additional information requested 09/27/00
Restaurant Additional information received 10/10/00
Wastewater collection RO staff report received 10/13/00
Wastewater treatment and disposal RO staff report requested 10/13/00
Engineer/tech specialist certificati06/12/01
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

06/20/01
Permit Number WQ0019057 Permit Tracking Slip
Program Category Status Project Type
Non-discharge Active New Project
Peralit Type Version Permit Classification
Gr pity Sewer Extension, Pump Stations, & 1.00 Individual
Pr sure Sewer Extensions
Primary Reviewer Permit Contact
kristin.miguez Ezra Allman
Permitted Flow 318 Fourth Avenue East
0 Hendersonville NC 28792
Facility
Facility Name major/minor Region
Hendersonville City-Highland Minor
Location Address County
Owner
Owner Name Owner Type
Hendersonville City Government
Dates/Events
Draft Scheduled Public
Orig Issue App Received Initiated Issuance Notice Issue Effective Expiration
09/11/00 10/27/00 10/27/00
Regulated Activities Requested/Received Events
Domestic, other Additional information requested 09/27/00
Restaurant Additional information received 10/10/00
Wastewater collection RO staff report received 10/13/00
Wastewater treatment and disposal Ro staff report requested 10/13/00
Outfall NULL
waterbody Name stream index Number Current Class Subbasin

GRAY ENGINEERING CONSULTANTS, INC.
E C
June 6,2001 �
*North Carolina Division of Water Quality
Water Quality Section
Non-Discharge Permitting Unit
1617 Mail Service Center
Raleigh,North Carolina 27699-1617
RE: Request for Authorization to Operate
Highland Square Shopping Center
Henderson County
Permit No. W00019057
Dear Ms. Miguez:
This letter is to hereby state for certification that,to the best of my knowledge and abilities,the
construction of the sewer line at the referenced project was completed in accordance with the engineering
plans and specification approval letter.
Please forward a Final Operating Permit for the referenced project at your earliest convenience. If you
should have any question or comments,please feel free to give our office a call.
RECEIVED
WATER QUALITY SECTION Sincerely,
'JUN 12 2001 GRA NGIN CONSULTANTS,INC.
Non-Discharge Pennitting 1
C 's v
Ro ulus O. Gray, P.E.
Y ENGINEERING CO S TANTS,INC.
Cc: Jeff Carstarphen,Wyatt Development
ROG/jcs
o-misc\99151\02
Box 10663 Federal Station — 132 Pilgrim Road — Greenville, S.C. 29603-0663
Phone [phone]— Fax [phone]

PATTERSON & PATTERSON
PAUL PATTERSON WILLIAM PATTERSON
PROFESSIONAL ENGINEER PROFESSIONAL LAND SURVEYOR
P.O.BOX 1189
HENDERSONVILLE, NC28793-1189
1-82M92-6629 CITL&FAX)
MEMORANDUM
To: NCDENR-Division of Water Quality
From: Paul Patterson,P.E.
Date: November 15, 1999
Subject: Dunroy On Rutledge-Phase 1 (Sewer Extension)
I have enclosed herewith the appropriate copies of the PSFMGSA 10/99 form,engineering
calculations, engineering plans and specifications, and letter from the City of Hendersonville Water&
Sewer Department. A narrative of the above project has been included in the engineering calculation
letter. Please note that the WSCA 10/99 form was not completed, but rather the old form had already
been filled out and accompanies this letter.
I am requesting that the package be reviewed by your office and an approval letter be given,provided
the package meets your requirements. Should you have any questions and/or comments concerning the
plans,please feel free to call. Thanks in advance for you cooperation in this matter.
Sincerely,
62,.e 6�a); _
Paul Patterson,P.E.
cc: File: 98-10-68-ENG
W *PPoI I y EDION
IIU 2 .31999
Non-Discharge Permitting
ENGINEERING - SURVEYING - PLANNING

1
This form must be completed by the appt'a rhM WW1 ra)Il W office and Included as a part of the pa pmjret
nhmift>;l InrormaUoa.
IN%rRWrION.0 Tea Mr PIIONUISIONAL ENCIMM:
The e173sifimfian oftha rhw+mlapa tuffMC wltlrL(Ihe aar69aawalar that tiny evaMcw(nxn the facility�Mld flow
4rwardl in which then wwas will be ttinslrucied mtisl beddamiaad by the appropriate OEM rugirmul Mike.Thcreture,
ysa are required,prior to wbaltlal.of the applkttiarpeclut r to Submit Ibis form,with items I drrough 7 compictcd,to
the appropriate Mvirierr of Ftivimnmental MWNWIc at ltslponel Waw Quality StRWY19 r(see page 8 of 8).At a
-minimum,you must inaltxfa an:E.5'by I I'CW of the patron ofa 7.3 mints USOc Tepugraphic Map which shows tho
Io iv lunaf these sewers mid the.dmvrisltpe atrliee Wens in which they will be bested.iderdify the Cloth duwnr:lupe
iurface vems on the ptactrA map copy. Oats Ik ttatloltal a afro I=Cumodca the TIPAlka/10%reinc0ryw.ytt Ibis
enmptcted page and the topmnoble flop Into tit complete SWIcathis torm aril pubmil Il t applientina parhage.
I. AppRumt(apoilynsineof the municipality,aspruduh,individual.Ma):_CityoTitatdasaav_flle _•—��,
2. Noma complete address of anainee[ingi firm: fhtttanat Pattararar,Ply`f3ltereon P.F..
_ N . --
_PffAt %Wk NC28793-1($2 _
Telephone amnber:( , - lag "2_029„_
A. 1'rajccl names._.._Ounrov on Rutledae•Pha=rt,e l trUW Of) . .._�
4: f Mud(:race .. -
5. County(les)where-ewers and surface waters are Mental: - (kndeMp _...,�. ..
6. Moo name and dates FMrrdersoavtlleQudramdofMtsih�erolinalorlatatl1955_ aaxevlsal1990 _, „___
7. NCMic:351=11WRICa's5ea1.81gnatata,and Deal ,`terrirrurrrrrvr
,N eARO(�'y�,•
p S/y
SEAL t "
023131 =z-
T ): RPtifONAI.WATF.R QUALITY SUPERVISOR '
Please pmv(rk me with lha cla illmlioll of tho wittstdted VA=thee sewers will be cuns7rw;ted,as identified at the
ntmchad map tagmtaw C_ r\
Nnmenfxrrrlsawataa. .. - •..—__--
[fassifimtiam(tw aauehllshM by the Bnvltunmarhrl AfrraQtnxm tkmtmimloa):_ .._� ---
Itarpaaud rlassifieatlen,Ifappllpble:. �g. __. __ — --
- Signntrre ofreSiaml office pQaarnel: — ... O�.�51 Uaie:�_Ct Jf 8/�9 .
FORM;GSPSA 07195' Pages of 8

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ZZI :iwl w aoujinu Jn ijuuN
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map w�yuaaPl ss•palanaycuan ail yy!n snaa msaall aaagm Paywleat aul jn uolnruJl+sala ayt 4lym aw apyuud a*e•�a
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-AM2wd wpsandde aql Ilmgnmpam dutu sopeayldds alaldsaoa ap olq duw aPOWAOdol 441{wr.a8rd palaldwoa
silo alsaodmalma IMMMUlaw i4a pia$dlsaa msq wrip isa villu am asap 'ddtw dam petlaepa mill on euya:m atiajlne
adalsuwop wsasala aka 419wP1•Dwsool ail lila totpt q%ul ualmra melyme wbp unop a4y pun rismx omilljo uo!paa(
amp ump g31W&daW a!gdg&do,L SDSII olnulm g%ep www 1111,10 am Ag s.a um apnPm lsnua rn1A•unun±n!u
a ro Y8Jo 1 a8ed most�aelnzldnS g!1 M laaoy3ag awmiEuuHjli Iataawlrfa!nuyl ja ua!syn!Q ayeud wdde nyy
a1'Pap{duim L 41111nl4l 1 solal1 ynm'uuoj stgl llwgnsol• v4nd supwalldds mpp Rulmgms of aa1Ad VaJlnbaa aaa aog
ympneV•-,!Uo Imuo!8a1 Kaa ayaudaldale a41.C9 PalmM V aq Paw POIMMtw 041"sm..as an41 4.44m W(yaumw
mad ply RI!1!w'J alit M4 nwdaano kM{sap salmal mom aap)owim wWm adolsuwv atp ju unpon!)!s4ep a41.
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This torte trust be cumpleted by the appropriate DEN real saw af7ke and included as a part*1 the prnjcct
aehnlNs[larorbatton.
IN1krRIRT10N9 Tb NC PROFUSSIONAL ENCWMK:
'Me classification cflhc dowmi ape tucfe=waters(the surboewacru that any overflow bum the fi.cility. ld flow
tvnurdl in which these:sewma will beciinstrudW MIS beddermfuedby thclippropriate DEM rogilmul office.ITcrclore.
you are retitled,prier to ieballllal.of the npplkattea'paekep to submit Ihis(mm,with items I through 7 Cecipleted,to
the appnrrpriatc MVi*ion Of FavlNalmmtal blanetcmpit PAlgional WOW Quaflly Supervisor(we page 8 of 8) At a
minimum,you must inolWv an E.5"by I I"CW of the portion of a 7.5 mlaato USOS Tgwgnphie Map which whom the
loutilun ofthese 4ewera and the.dorm duposurihoewiters in which thq will be)orchid.Id0diythe ckwA0 domNlupe
hurhoc wafers op the attadwd mope o". dace tk trcale)ul aldee ku eaa»hlod the dpwitcallN4 reiacorper-ue this
emtpteted pate and the tepvarapbk Map Into Ike complete appllcalloo tort•and sulrmlt the applicatina package.
I. Appliumt(epeeilynameofthemunicipality,otapnaattun,individual,awy.cityoflfendg ntv_i1le
2. Name&complete addre m of enaltarint Arm: Paaaaett R Paatersnn.PSQ(,01111102E P.F.. —
. . .._ ._ .: . ._ P.O.Bnx 1189 _. •- •--- --- --
__
Telephone number:(. . ._NJ •-•---
\. ITnjcd narnw.- Ilnmyon RtMedva-PhaseI (PUMP 511 -
4: Namc of dowel downslope surfew wrdmc may of Mud(bade _ ..—
5. Count%W)whore sewers and surface waters are Matod: .amderow __.._ - -- — . .......
e. Map nametmd da - ,Hzrlenon villa Onadramrle l2fiLsbMQcmb d 1946--.
7. NC Professional Engineces Neal.:ilgntW0.and Drtr ```�tnnnaparrnn„/I�
-� ; SEAL _
0233(131 :Z=
IN
TO: RECIONAI.WATF.R QUALITY SUPERVINOP
Please Provide me wilh live danifiettlim of the wucrdted where Ihcc sewm will be cuaprucleri,a,identified to the
attached map segment- To Yy V A _C
Nerve n<aUrt�irt:walpa. .. •�-----
CtassifiCtttim(as eatrhlisked by Ike 8nvireanaaenhtl MatsBeaxrn Cmtattsslon):— . .� _.�
Purorsxd clasaiticatlon,lfappllpble:. �. . --. - / — -•
SignammofretianalotTi=pcmamnel: _. O"e Date..
FORM; GSPSA 0Zl95' Pages of 8

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OFFICERS CITY OF HENDERSONVILLE COMMISSIONERS.
Fred H..NiehoH,Jr. „ �� T.Lee Osborne Jr,
-Mayor The City of Four Seasons-
T.Lee Osborne Mary Jo Padgett
Mayor Pro-Tern WATER AND SEWER DEPARTMENT
Chris A.Carter Barbara Volk
City.Manager Ezra Allman, Director
Tammie K.Drake. J.Crit Harley
City Clerk
October 28, 1999
Carolyn McCaskill, Supervisor
State Engineering Review Group
P.O. Box 29535
512 North Salisbury Street
Raleigh, N.C. 27626-0535
Re: CAPACITY ACCEPTANCE LETTER
Sewer Line Extension
Dunroy on Rutledge, Phase I
Dear Ms. McCaskill:
This is to advise you that I have reviewed the plans and specifications
prepared by Mr. Robert Paul Patterson, P.E. of Patterson & ,Patterson
for the referenced project.
It is my opinion that the City of Hendersonville has capacity to accept
the additional wastewater flows that will be generated by the
referenced project.
If you have any questions, call me at (828) 697-3065.
Sincerely,
Ez A lmanDirector
Wa er ,and Sewer Department
CITY OF HENDERSONVILLE
RECEIVED
1NATFR 0t1A1_Ily SFC;T10N
#942J199a
cc: Project file
Non-Discharge Permitting
318 Fourth Avenue East P.O..Box 1760Phone: [phone]
Hendersonville,NC 28792 Hendersonville,NC 28793 Fax: [phone]

V&
VI. CERTIFICATIONS: I I` 1 I f(�► ^ /� 1 p r r /t
Name and Complete Address of Engineering Finn:
City: � GI� rJ��V�II G State: /�1�� Zip:
Telephone Number: ( L� ) (A-7 " ��`�
Professional Engineer's Certification:
I, W 14- R M & . ( QFSLE' attest that this application for �I I KI FLf1 c�L
has been reviewed by me and is accurate and complete. I further attest the proposed design has been prepared in accordance with the
applicable regulations and the North Carolina Gravity Sewer Minimum Design Criteria adopted February 12, 1996. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these materials under my signature
and seal signifies that I have reviewed this material and have judged it to be co isten wi the proposed design.
North Carolina Professional Engineer's Seal,Signature,and Date:
=:4:L r .
Q Q _ 6469
1I11 1� �• � ;
C.NEc(l••
N;
Applicant's Certification:
'`
I, �RU b 'V� "N ,attest that this application for
5u 61ou ,Se-loo SAt31�A x 'Gnm tl�[ OUEM I�`t"S
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application package
will be returned to me as incom . Upon approval and completed construction,I will operate this system in accordance with the
North Carolina wastewater coll permit requ' ments.
Signature F I J Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: GSPA 02/96 Page 4 of 4

State of North Carolin
Department of Enviro.....ent,
Health and Natural Resources
Division of Environmental Management
p James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ® C F
01 estop Howard, Jr., P.E., Director C f� , V 'l
December 3, 1993
The Honorable Don Michalove,Mayor
�J City of Hendersonville DEC - 71993 UUU
Post Office Box 1670
Hendersonville,North Carolina 28793 WATER ppUALIP;SECTION
ASH- IL LE REGIONAL OFFICE
Subject: Permit No. Q865
City of Hendersonville
Lake Point Landing
Cherry Branch
Sewer Extension
Henderson County
Dear Mayor Michalove:
In accordance with your application received November 3, 1993, we are forwarding herewith
Permit No. WQ0008653 dated December 3, 1993, to the City of Hendersonville for the construction and
operation of the subject wastewater collection extension. It is understood that upon construction of this
sewer extension the City of Hendersonville will not need to construct a pump station and force main
authorized under Permit No. WQ0001153, issued for Lake Pointe Landing Subdivision. Please note that
Permit No. W00001153 must be modified to delete the pump station, if the subject Cherry Branch sewer
extension is constructed to replace it.
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 Mr. John Seymour at 9191733-5083.
Sincerely,
0 ►�.` � ,
A. :est Howard, Jr., P.E.
cc: Henderson County Health Department
(�.fieoill�;R�egiotr�:rOf1i_c�::�'
Willi a m G. Lapsley &Associates
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
p� An Equal Opportunity Affirmative Action Employer 50% recycled/10%postconsumar paper
IVV�"

NORTH CAROLINA J \
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 3,563 linear feet of 8 inch gravity sewer to serve Lake Pointe
Landing to replace the need for a previously permitted pump station (authorized by Permit No.
WQ0001153) and the discharge of no additional GPD (62,040 GPD previously approved under Permit
No. WQ0001153) of collected domestic wastewater into the City of Hendersonville's existing sewerage
system, pursuant to the application received November 3, 1993, 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,in Balfour,prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters.of the State.
1

NON _S FACILITY AND PERMIT DATA `
UPDATE OPTION TRY 50U KEY W00008755
PERSONAL DATA FACILITY APPLYING FOR PERMIT APP/PERMIT FEE-$ 400 . 00 REGION
FACILITY NAME> ROCKY MT . , CITY-DALEY PROP 1 COUNTY> MECKLENBURG 03
ADDRESS: MAILING (REQUIRED) ENGINEER: MACK GAY ASSOCIATES
STREET: PO BOX 1180 STREET: PO BOX 1964
CITY : ROCKY MOUNT ST NC ZIP 27802 CITY: ROCKY MOUNT ST NC ZIP 27802
TELEPHONE 919 972 1331 TELEPHONE: [phone]
STATE CONTACT> GRIFFIN FACILITY CONTACT WILLIAM H . BATCHELOR
TYPE OF PROJECT) SEWERS-PUBLIC LAT : LONG :
DATE APP RCVD 11/30/93 N=NEW,M=MODIFICATION, R=REISSUE) N
DATE ACKNOWLEDGED 12/01 /93 DATE REVIEWED / / RETURN DATE
REG COMM REOS 12/01 /93 DATE DENIED / / NPDES =- -_-----_-
REG COMM RCVD / / DATE RETURNED / / TRIB Q . 0000 MGD
ADD INFO REQS / / OT AG COM REDS / / TRIB DATE-
ADD INFO RCVD / / OT AG COM RCVD / /
END STAT APP P 02/28/91 DATE ISSUED / / DATE EXPIRE
FEE CODE )I =(> IMGD) ,2=( > IOKGD) .3=( > IKGD) ,4=C< IKGD+SF) ,5=CS)300A) ,6=(S<=300A) ,
7=CSENDEL) ,8=(SEDEL) ,9=(CLREC),0=CNO FEE) DISC CODES ASN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS: 150 GPD; 100XDOM;230'/8"DIP.
MESSAGE: ... DATA ADDED SUCCESSFULLY «««

NON "'"ES FACILITY AND PERMIT DATA
UPDATE OPTION TRA 50U KEY W00008756
PERSONAL DATA FACILITY APPLYING FOR PERMIT RPP/PERMIT FEE-S 200 .00 REGION
FACILITY NAME> CMUD-LEBRNON RD;#4409 1 COUNTY> MECKLENBURG 03
ADDRESS: MAILING (REQUIRED) ENGINEER:
STREET : 5100 BROOKSHIRE BLVD STREET :
CITY : CHARLOTTE ST NC ZIP 28216 CITY : ST ZIP 0
TELEPHONE 704 399 2551 TELEPHONE:
STATE CONTACT> KUSKE FACILITY CONTACT BENJAMIN 'RUSSELL
TYPE OF PROJECT> SEWERS-PUBLIC LAT : LONG:
DATE APP RCVD 11 /30/93 N=NEW,M=NODIFICATION, R=REISSUE> N
DATE ACKNOWLEDGED 12/01 /(33 DATE REVIEWED / / RETURN DATE
REG COMM REQS 12/01/93 DATE DENIED / / NPDES R- _________
REG COMM RCVD / / DATE RETURNED / / TRIB 0 . 0000 MGD
ADD INFO REOS / / OT RG COM REDS / / TRIB DATE-
ADD INFO RCVD / / OT RG COM RCVD / /
END STAT RPP P 02/28/94 DATE ISSUED / / DATE EXPIRE
FEE CODEC ) 1=C > 1MGD),2=(> 10KGD),3=(>1KGD),4=(< 1KGD+SF),5=(S>300A),6=(S<=300A) ,
7=(SENDEL) ,B=CSEDEL) ,9=(CLREC) ,0=(NO FEE) DISC CODES RSN/CHG PRMT
ENG CERT DATE / / LAST NOV DATE / / CONBILL( )
COMMENTS: 1 ,250 GPD: 100%DON:7.038'/8"PER SPEC.
MESSAGE: ... DATA ADDED SUCCESSFULLY ...

Mate of North Caroling
Department of Envirol,iiiant,
Health and Natural Resources • •
ion of Environmental Management
q(� JAO
s B. Hunt, Jr., Governor
than B. Howes, Secretary E H AFit
eston Howard, Jr., P.E., Director V
September 3, 1993 D �)
The Honorable Don Michalove, Mayor SEP I 0 IUI
City of Hendersonville
318 Fourth Avenue East
Hendersonville, NC 28739 WMER QUALM SECTION
__RSHEVILLE REGIONAL OFFlCE
Subject: Permit No. W00008288
City of Hendersonville
Carriage Park Phase 1, Section 3
Sewer Extension
Henderson County
Dear Mayor Michalove:
In accordance with your application received August 6, 1993, we are forwarding herewith Permit
No. WQ0008288, dated September 3, 1993, 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 Mr.John A. Kuske III at 919/733-5083.
Sinter ly,
Preston d, Jr., P.E.
cc: Henderson County Health Department
G A-sheville-Region al-Office—,
Vaughn &Melton Consultirig Engineers
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
The City of Hendersonville
Henderson County
FOR THE
construction and operation of approximately 1,028 linear feet of 8 inch gravity sewer to serve Carriage
Park Phase 1, Section 3, and the discharge of 4,320 GPD of collected domestic wastewater into the City
of Hendersonville's existing sewerage system, pursuant to the application received August 6, 1993, 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 Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

7. Upon completion of,...,...;truction and prior to operation of th:.Ytrmitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management,in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action,including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
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.
Permit issued this the 3rd day of September, 1993
NOR CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A' reston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number W00008288
2

Permit No.WQ0008288
September 3, 1993
ENGINFFR'S CFRTIFTCATION
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
Pemvttee 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 Caroline
Department of Environrnent,
Health and Natural Resources 4, . :
d Division of Environmental Management
James B. Hunt, Jr., Governor A ���
Jonathan B. Howes, Secretary ® E H N
A. Preston Howard, Jr., P.E., Director
Fl
November 5, 1993
The Honorable Don Michalove
City of Hendersonville
145 Fifth Avenue East
Hendersonville, N.C. 28739
Subject: Permit No. WQ0008561
City of Hendersonville
(1� \ 01 First Citizens Bank
Sewer Extension
Henderson County
Dear.MayorMichalove:
In accordance with your application received October 12, 1993,we are forwarding herewith Permit
No. WQ0008561 dated November 5, 1993, 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 Mr. Ray Cox at 919/733-5083.
Sincerely,
A. Prest(g Howard, Jr., P.E.
cc: Henderson County Health-Department
�A lReville•Regional-Offrce—
Bass, Nixon & Kennedy, Incorporated
P.O.'Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX 919-733=9919
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 124 linear feet of 8 inch gravity sewer to serve First Citizens
Bank and the discharge of 375 GPD of collected domestic wastewater into the City of Hendersonville's
existing sewerage system, pursuant to the application received October 12, 1993, 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 Mud Creek Wastewater
Treatment Facility prior to being discharged into the receiving stream.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
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 Environmental Management,in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local,state, and federal)which have jurisdiction.
.11. Inahe 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.
Permit issued this the 5th day of November, 1993
NORTH CAROLIN11AnnENVIRONMENTAL MANAGEMENT COMMISSION
!SJ ,
A. Preston doward, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number W00008561
2

Permit No. W00008561
November 5, 1993
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

e of North Carolina
Department of Environment,
Health and Natural Resources 9
?n,,
sion of Environmental Management r
A4'J
7
es B. Hunt, Jr., Governor
than B. Howes, Secretary p E H N
reston Howard, Jr., P.E., Director
September 3, 1993 D s
David F. Thompson, County Manager
County of Henderson SEP 10 1993
100.North King Street
Hendersonville, NC 28792
WATER(QALIV SECTION
ASN_Fv e.l REGIONAL OFFICE
Subject: Permit`No:W0008224
County of Henderson
Bright Oaks Development
Sewer Extension
Henderson County
Dear Mr.Thompson:
In accordance with your application received July 26, 1993, we are forwarding herewith Permit
No. WQ0008224, dated September 3, 1993, 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 shall be subject to the
conditions and limitations as specified therein.
Y
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 15011.'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 Mr. John A. Kuske III at9191733-5083.
Sincerely,
;P&reston oward, Jr., P.E.
cc: Henderson County Health Department
4LA-shevtlIe.i;te—gianal-Offtce-,D
William G. Lapsley &Associates,P.A.
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��V .

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
Ln accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
The County of Henderson
Henderson County
FOR THE
construction and operation of approximately 850 linear feet of 8 inch gravity sewer to serve Bright Oaks
Development, and the discharge of 9,000 GPD of collected domestic wastewater into the City of
Hendersonville's existing sewerage system, pursuant to the application received July 26, 1993, 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.
M.
5. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

Upon completion of c____suction and prior to operation of this;r_.-mitted facility, a certification
must be-received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management, in accordance with North
Carolina General Statute 143-215.6(a) to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action,including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
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 County of Henderson and the
City of Hendersonville for the collection and final treatment of wastewater is in full force and
effect.
Permit issued this the 3rd day of September, 1993
NOR CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
APreston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WO0008224
2

Permit No. WQ0008224
September 3, 1993
ENc;iNFF,R'S CFRTIFICATION
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

JUL 1 61993
WATER00ALU SECTION
ASHEVILLE REGIONAL OFFICE.
.]
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street• Raleigh, North Carolina 27604
James B.Hunt,Jr.,Governor Jonathan B.Howes,Secretary
July 9, 1993
The Honorable Don Michalove,Mayor
City of Hendersonville
P.O. Box 1670
Hendersonville, N.C. 28793
Subject: Permit No. W00007537
City of Hendersonville
Stonebrook Subdivision
Sewer Extension
Henderson County
Dear Mayor Michalove:
In accordance with your application received February 8, 1993, we are forwarding herewith Permit
No. WQ0007537 dated July 9, 1993, to the City of Hendersonville, for the construction and operation of
the subject wastewater collection extension. Please be advised that pump on/off elevations shall be located
so that 2-8 pumping cycles may be achieved per hour in the pump station.
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, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 . 919/395-3900 919/896-7007
n Pollution Prevention Pays
P.O. Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
(t 111 't1 INS An Equal Opportunity Affirmative Action Employer

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Mr:Thomas Brittian at 919/733-5083.
Sincerely,
A.rest Howard,
Director
cc: Hender�o ounty Health Department
�sh"ev lllE egtorial ems.
William G.Lapsley &Associates

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 1,925 linear feet of 8 inch gravity sewer, a 80 GPM pump
station with duplex pumps and high water alarms, an auto dialer, a portable generator connection, and
approximately 1,325 linear feet of 4 inch force main to serve Stonebrook Subdivision and the discharge of
23,400 GPD of collected domestic wastewater into the City of Hendersonville's existing sewerage system,
pursuant to the application received February 8, 1993, 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 Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
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 and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit,P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management in accordance with North
Carolina General Statute 143-215.6A 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.
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. t
13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone no. 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 render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
2

Permit issued this the 9th day of July, 1993
NORTH CAROLINAnENVIRONMENTAL MANAGEMENT COMMISSION
6 .T�q cu�g, /L
A. Preston oward, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0007537
3

Permit No.WQO007537
July 9, 1993
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 the approved plans and specifications.
Signature Registration No.
Date
4

.SUN 2 8 IM N
State of North Carolina tI SHEVIL LVATIt OUALIP SECTION
LEE_REGIONAL OFFICE
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street• Raleigh,North Carolina 27604
James B.Hunt,Jr.,Governor Jonathan B.Howes,Secretary
June 24, 1993
Mr. William Stovall,Director of Engineering
North Carolina Department of Correction
1001 Navaho Drive
Raleigh, N.C. 27609
Subject: Pemut No. W00007490
North Carolina Department of Correction
Henderson County Subsidiary
Sewer Extension
Henderson County
Dear Mr. Stovall:
In accordance with your application received January 27, 1993,we are forwarding herewith Permit
No. W00007490, dated June 24, 1993, to the North Carolina Department of Correction 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 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, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/5714700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
A -

One set of approved plans and specifications is being forwarded to you. If you need additional
14 information concerning this matter,please contact Mr. Thomas Brittian at 919/733-5083.
Sincerely,
� h11.�ica�,t�. �A. Prest Howard,
Director
cc: Henderson County Health Department
_etiRegional�Qffice-
Hayes, 3eay, Mattem &Mattem, Inc.

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
North Carolina Department of Correction
Henderson County
FOR THE
construction and operation of approximately 33 linear feet of 10 inch gravity sewer, a 37 GPM pump
station with duplex pumps, high water alarms, an auto dialer, a standby emergency generator with an
automatic transfer switch and approximately 3,250 linear feet of 3 inch force main to serve the North
Carolina Department of Correction's Henderson County Subsidiary and the discharge of 19,225 GPD of
collected domestic wastewater into the City of Hendersonville's existing sewerage system,pursuant to the
application received January 27, 1993, 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 Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
1

6. Construction of the `�_:iers, pump station(s) and force ma... 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 and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit,P.O.Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management in accordance with North
Carolina General Statute 143-215.6A 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 Perminee 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.
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.
2

13. NONCOMPLIANCE NOTIFICATION:
The Permittee shall report by telephone to the Asheville Regional Office, telephone no. 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 render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage,etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
14. This permit shall become voidable unless the agreement between North Carolina Department of
Correction and the City of Hendersonville for the collection and final treatment of wastewater is in
full force and effect.
Permit issued this the 24th day of June, 1993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�a ►�.ryyr. C,
A. Preston oward, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0007490
3

Permit No. WQ0007490
June 24, 1993
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 the approved plans and specifications.
Signature Registration No.
Date
4

e.swr,
FEB 1 819M
State of North Carolina WATER 2pL"'Y SECTION
flSHEVILLE REGIONAL OFFICE
(epartnent of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street• Raleigh,North Carolina 27604
James B.Hunt,Jr.,Governor Jonathan B.Howes,Secretary
February 16, 1993
Dr. Dan G. Lunsford
Henderson County Board of Education
125 East Allen Street
Hendersonville, NC 28792
Subject: Permit No. WQ0007356
Henderson County Board of
Education
Upward Elementary School
Sewer Extension
Henderson County
Dear Dr.Lunsford:
In accordance with your application received December 17, 1992, we are forwarding herewith
Permit No. WQ0007356, dated February 16, 1993, to the Henderson County Board of Education 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 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, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 9191571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
n P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
f�� l An Equal Opportunity Affirmative Action Employer

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Ms.Jill Little at 9191733-5083.
Sincerely,
A. Preston Howard, Jr:, P.E.
Acting Director
cc: Henderson County Health Department
g(4sheville-Regional'Officel
z`aughtei,,Austin-and"Associates,PA

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
Henderson County Board of Education
Henderson County
FOR THE
construction and operation of approximately 2,088 linear feet of 8 inch gravity sewer,2,700 linear feet of
12 inch gravity sewer, and 2,050 linear feet of 18 inch gravity sewer to serve Upward Elementary School
and the discharge of 7,500 GPD of collected domestic wastewater into the City of Hendersonville's
existing sewerage system,pursuant to the application received December 17, 1992,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 Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

7. Upon completion of witstruction and prior to operation of this pemutted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit and the approved plans and specifications. Mail the
Certification to the 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 Environmental Management 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 no. 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 render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage,etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following fast 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
the Henderson County Board of Education for the collection and final treatment of wastewater is in
full force and effect.
Permit issued this the 16th day of February, 1993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
-��7� �7
A. Preston Howard, Jr., P.E., Acting Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0007356
2

,1
Permit No.WQ0007356
February 16, 1993
ENGINEER'S CFRTIFT ATION
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 I 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 the approved plans and specifications.
Signature Registration No.
Date
3

MAY 181993 D
WATER QpUALITY SECTION
State of North Carolina .
ASHEVILLE REGIONAL OFFICE
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street• Raleigh,North Carolina 27604
James B.Hunt,Jr.,Governor A.Preston Howard,Jr.,P.E.
Jonathan B.Howes,Secretary Director
May 13, 1993
Mr. Dan Lunsford,Ed.D., Superintendent
Henderson County Schools
Henderson County Board of Education
125 East Allen Street
Hendersonville, N.C. 28792-5029
Subject: Permit No. W00007395
Henderson County Board of Education
Balfour School
Sewer Extension
Henderson County
Dear Mr. Lunsford:
In accordance with your application received January 4, 1993, we are forwarding herewith Permit
No. W00007395, dated May 13, 1993, to the Henderson County Board of Education, 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 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, P.O. Drawer 27447,
Raleigh, NC 27 6 1 1-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Mr.Thomas Brittian at 919f733-5083.
Sincerely,
a ac"fillc
A. Prest Howard, Jr., P.E.
Director
cc: Henderson County Health Department
AsEe-Ville--egionaLOffice
Laughter,Austin &Associates

NORTH CAROLINA
t
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
Henderson County Board of Education
Henderson County
FOR THE
construction and operation of approximately 430 linear feet of 8 inch gravity sewer, a 35 GPM pump
station with duplex pumps and high water alarms, and approximately 1,840 linear feet of 2.5 inch force
main to serve Balfour School, and the discharge of 8,500 GPD of collected domestic wastewater into the
City of Hendersonville's existing sewerage system,pursuant to the application received January 4, 1993,
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 nontransferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

7. Upon completion of co`n`s¢uction and prior to operation of thin y xmitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
installed in accordance with this permit and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit,P.O.Box 29535,Raleigh,NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management in accordance with North
Carolina General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Pemuttee 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.
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 no. 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 render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage,etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
2

14. This permit shall become voidable unless the agreement between the Henderson County Board of
Education and the City of Hendersonville for the collection and final treatment of wastewater is in
L full force and effect.
Permit issued this the 13th day of May, 1993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Lard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number W00007395
3

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WQpWI395
93 ineer inthe of r7°rth
state
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latttre
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4

�•.�,,�• MAR 2 2 1%3
State of North Carolina ASHFVI REGIER ONAL OFFICE
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James B. Hunt,Jr.,Governor Jonathan B.Howes,Secretary
March 16, 1993
Mr. Dan Lunsford, Ed.D., Superintendent
Henderson County Schools
Henderson County Board of Education
125 East Allen Street
Hendersonville, N.C. 28792-5029
Subject: Permit No. WQ0007445
Henderson County Board of Education
North High School
Sewer Extension
Henderson County
Dear Mr. Lunsford:
In accordance with your application received January 15, 1993, we are forwarding herewith Permit
No. WQ0007445, dated March 16, 1993, to Henderson County Board of Education, 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 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, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/5714700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
„Q An Equal Opportunity Affirmative Action Employer

One set of approved plans and specifications is being forwarded to you. If you need additional
R information concerning this matter,please contact Mr. Thomas Brittian at 919/733-5083.
Sincerely,
A. Presto Howard, Jr. P.E.
Director
cc: Henderson Coin Health Department
�Ashcv'i11e Regional_Office
Laughter,Austin &Associates
m

NORTH CAROLINA
h' 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
Henderson County . Board of Education
Henderson County
FOR THE
construction and operation of approximately 1,640 linear feet of 8 inch gravity sewer, a 96 GPM pump
station with duplex pumps and high water alarms, and approximately 5,400 linear feet of 4 inch force main
to serve North High School, and the discharge of 19,500 GPD of collected domestic wastewater into the
City of Hendersonville's existing sewerage system,pursuant to the application received January 15, 1993,
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 Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

.y
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 and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit,P.O. Box 29535; Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management in accordance with North
Carolina General Statute 143-215.6A 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.
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 Pemtittee 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 no. 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 render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage,etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
2

14. This permit shall become voidable unless the agreement between Henderson County Board of
Education and the City of Hendersonville for the collection and final treatment of wastewater is in
full force and effect.
Permit issued this the 16th day of March, 1993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A�Preston oward, Jr., P.E., Directorivision of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0007445
3

I
L F
PP Permit No.WQ0007445
1 March 16, 1993
ENGFN EEg!&fhgILELCAIIhN
1, as a duly registered Professional Engineer in the State of North
having bee
Carolina, n authorized to observe (periodically, weekly, full time) the construction of the
project, Project Na for the
me 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 the approved plans and specifications.
i
Signature Registration No.
Date
l
4

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 3,335 linear feet of 8 inch gravity sewer to serve Sugarloaf
Apartments, and the discharge of 17,205 GPD of collected domestic wastewater into the City of
Hendersonville's existing sewerage system,pursuant to the application received January 27, 1993, 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 Perm ittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
JULY 7, 1995
MGD
NOT
PROJECT WO# APPROVED MGD CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 . 06204 6-15-94 . 05964
(Cherry Branch)
General Electric 7137 12-21-92 .240 2-10-94 0
Sugarloaf Apts. 7491 6-25-93 . 017205 5-17-94 . 01705
Bright Oaks Subd 8224 9-3-93 . 009 3-16-94 . 0069
(Country Meadows)
Carriage Park P1S3 8288 9-3-93 . 00432 3-16-94 0
Cherry Br. Sewers 8653 12-3-93 see Lake Pointe Landing -0-
(Interceptor Project)
Appleland Bus . Park 9046 4-18-94 . 022 no . 022
Carriage Park P2S3 9479 6-30-94 . 00864 no 0
Spring Arbor 9715 8-15-94 . 0036 no . 0036
Sharon' s Crossing 9732 9-13-94 . 0096 no . 0093
Blue Ridge Villas 1945 8-31-94 no add' 1 no -0-
9794
Maple Village 9836 9-30-94 . 0056 no . 0056
Carriage Park S6 10144 11-17-94 . 01584 no . 01584
Carriage Park S25 10038 11-23-94 . 01224 no . 01224
Carriage Park S25 10040 11-23-94 . 0036 no . 0036
Dellwood Apts . - Easter 10119 12-12-94 . 03024 no . 03024
Mountain Home Ind. Park 10120 12-7-94 • . 054862 no -0-
Saddlebrood Homes II 10536 02-,.28-95 . 01224 no . 00574
Upward Interchange 11044 PENDING . 015
TOTAL: .19175 MGD
e ,

MEMO TO: State Review G pup Division of Environmental Manag�e ent
Asheville Regional Office
FROM: Forrest R. Wes 11 WQ Regional Supervisor 7 7 95
SUBJECT: Procedure Four (4)
APN WO0011188 State Review Group
City of Hendersonville 'Review Engineer—Ray Cox
1994 Annexation Areas
1, 7, 8 , 10 , 12 , & Carolina Village
P. O. Box 1760 ��,
Hendersonville, NC 28793 W
Henderson County Regional Office Contact Paul R. White
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 /30/95
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 6 /1 /94
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers :
16 , 345 god (calculated based on 70 gpd/person for residential)
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to
WWTP Estimated 191 , 750 GPD. See table on following page.
7) Regional Recommendations : APPROVAL
Subtracting the outstanding flow from the plant capacity leaves
approximately 3 . 0 mgd. The average daily flow for calendar 1994 was
2 . 80 mgd. The average daily flow for the previous 12 months was 2 . 90
mgd. Monthly average flows exceeded 3 . 0 mgd for 4 of the previous 12
months . The City has been notified that they may be placed on a
moratorium in the near future. However, they are still making
repairs to the collection system to reduce I/I, which is more
damaging to the operation of the treatment plant than uniform flow.
It is recommended that this project be approved upon satisfactory
clarification of the following items :
1 . Residential flows were based on 70 gpd%person rather than 120
gpd/bedroom, with a minimum of 240 gpd.
2 . An index should be supplied with the plans indicating which plan
sheets the various annexation areas are located on.
1"

Permit No. WQ0008665
December 17, 1993
F.NGINEER'S CERTIFICATION
I, W• ��"� "lr per, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe riodic weekly,full time) the construction of the
project, ZA iJ11[ ~ 5��tiL-J2 elX I k-"-)r 4-ScK3 C-00A)2•/ 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 at the cons don was observed to be built within substantial compliance and
intent of this pe , th a proved pl ss d specifications, and other supporting materials.
Signature w Registration No. 0
Date `i� ' �.o" 1S 1 CARp11 •�,���
f�� l
ssz IV
SEAL
10569
Fo•:*GIN6;�
J
\"lPS�R`EREG\
3

Permit No.WQ0010040
November 23, 1994
ENGINEER'S CERTIFICATION
1 John B. Jeter as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe (periodically,weekly,full time) the construction of the
project, Carriage Park-Section 25 Henderson County forthe
Project Name Location
Perminee 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, a approved p r" - -pecifications, and other supporting materials.
A CAR
Signature ��� Registration No. 20180
Date May
SEAL
t 20180
,�� DER•• L `�,�
""pill I,I 111,,,`
The Division of Environmental Management hereby
acknowledges receipt and acceptance of this Engineers
Certification.
4 =

If you have any questions on this matter,please call me at(919)733-5083 ext. 547.
Sincerely, ��Q
�a _
ecahael D. Allen
Environmental Engineer
State Engineering Review Group
cc: Asheville Regional Office,Water Quality
Ferrara Engineering, Inc.
Permit File WQ0011269

State of North Carolina •
Department of Environment,
Health and Natural Resources • •
Division of Environmental Management
James B. Hunt, Jr., Governor ��� L
Jonathan B. Howes, Secretary p E H N F1
A. Preston Howard, Jr., P.E., Director
July 12, 1995
Eugene R. Cook, President
Campgrounds Unlimited DB/A Twin Ponds RN Park
Route 2, Box 39-A
Flat Rock, North Carolina 28731
Subject: Application No.WQ0011269
Additional Information Request
Campgrounds Unlimited DB/A
Twin Ponds R/V Park
Twin Ponds R/V Park
Sewer Extension
Henderson County
Dear Mr. Cook:
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. Please complete page 4,number 12(b) of the application verifying that 12 inches of vertical
separation will be achieved between storm sewer and sanitary sewer.
2. The application states that an emergency power receptacle will be provided for the subject
pump station. Will an emergency generator be available (located on-site) for the Twin Ponds
R/V Park?
3. In accordance with 15A NCAC .0219 (h) (2), please provide detailed calculations illustrating
that the proposed pump station can be operated such that 2 to 8 pumping cycles per hour may
be achieved at average daily flow. The application state that only 1.8 cycles per hour may be
achieved but no explanation as to why 2 to 8 cycles per hour could not be obtained.
4. Please submit calculations verifying that the minimum velocity of 2 feet per second can be
achieved in the force main at average daily flow.
5. In accordance with 15A NCAC 2H .0205 (d) (3) (D) please provide plan and profile of the
gravity sewer and force main, showing their proximity to other utilities and natural features,
such as water supply lines, water lines, storm drains, surface waters, roads, and other
trafficked areas.
Refer to the subject permit application number when providing the requested information. Please
submit two (2) copies of all information to my attention at the address below. Also,
ylease note that failure to provide this additional information on or before-fig st"^^}}7 99 w��,}all n5:ect•
our application to being returned as incomplete, in accordance with 15A CA �•H 1©2��1'1 � 1n
FJUL 1JUL 1 91995 U
Wb TER QUALITY SECTION
nSHEv]Li L PEGIONAL OFFICE
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

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

July 19, 1995
FRED H. NIEHOFF,MAYO
HENDERSONVILLE, CITY-CARRAGE
PO BOX 1760
HENDERSONVILLE, NC 28793
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0009479
HENDERSONVILLE, CITY-CARRAGE
HENDERSON COUNTY
Dear Permittee:
On June 30, 1994 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 your consulting engineer for this project, WILLIAM G.
LAPSLEY at [phone]. If the facility has not been constructed, plea e
contact the Asheville Regional Office at [phone], so that they can✓'da e
their records.

07/06/95 11:29 $ 904 775 3272
ECHNICAL DATA SECT. 200 TAB 4° 30 RPM 1750 PG 122
TANDARD & EXPLOSION PROOF MODEL AF15 22 30-4-4o
LECTRICAL DATA
MOTOR SESION NEMA TV B
MOTOR TYPE Enclosed Suhmersihle
INSULATION CLASS F
MAXIMUM SYATOR TEMP. 155 C "
AF Oil Chamber Moisture Detector,AF-EX Motor
MOTOR PROTECTION Ilousing. Bimetallic switches in each phase.
faller nform to it F C. S}rTa _ �19N1T
RI METALLIC TEMP.SETTING I 40Q 0 1 50
RPM 1 7 9
VOLTAGE TOLERANCES 1 0
208 2 . 6 8 .6. 30. 8 F 1 . 20 0 .81 0 . 73 0 . 59 77 . 6 76 .4 72 .1
230 2 .6 111 . 8 34. 0 F 1 20 0 . 81 0 .73 0 .59 77 . 6 76 . 4" 72 . 1
15 460 1 2 .6 1 3 . 9 17 . 0 F 1 . 20 0. 81 0 . 73 0. 59 77 . 6 76 . 4 72 . 1
575 26 3 .1 14 . 0 F ]. . 2 0 .81 0 . 73 0 . 1 77 . G 76 . 4 72 .
208 3 .0 9 . 3 49 . 5 G .1 . 20 0 .85 0 77 0:63 77 .0 77 . 2 74 . 0
230 3.0 8 . 9 44 . 8 G 1 , 20 0 . 85 0 .7710 - 631 77 . 0 77 . 2 74 . 0
22 2 n I 0 0771 0 0 2 4 0
57 3..4 18 . 0 G 1 . 20 0 .85 0 . 77 0. 63 77 . 0 77 . 2 74 . 0
0 4 1 79 1 . 1 0 . 80 0 5 0. 6311 76 . 0 79 . 0 76. 0
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30 15 0 5 6 76 79 76
81 A - A 120 . 61 H 1 .15 0 . 80 0 .75 0.63 76 . 0 0
Rev. 4-1-8 8 ASS Pumps Inc.
140 Pond VAaw Qd0
___ ..,.AA., ATNUfin-7156

TECHNICAL DATA SECT. 200 TAB„ 4" 39 RPM 1750 PG. 121
STANDARD & EXPLOSI N PROOF MODEL AF15. 22, 3D-4-4"
APPLICATION DATA
MODEL 15 22 0
SOLID S12E- IN. 35"
'MINIMUM FLOW- DPM 50 50 1 50
_• MAXIMUM SUBMERGENCE- FT. 65 65 1 65
PUMPWEIDHT - lbs.
STANDARD 132 143 147
EXPLOSION PROOF .14f. 159 1 165
PHYSICAL DATA
POWER CABLE•TYPE An t107RN Ozoflex or Type SO
AF-EXr NSSHOEU
CONTROL CABLE•TYPE included in Power Cable
CABLE,STANDARD LENGTH 30'
MOTOR NO SING Cast Iron — ASTM A-40, Class 30
PUMP CAP N/A
OIL CHAMBER Cast Iron - ASTM A-40, Clase 30
-C VOLUTE Cast Iron - ASTM A-48 Class 30
IMPELLER Cast iron - ASTM Clase 30
W
CUTTER DISC Cast iron - ASTM A-48 Class 30
g MOTOR SHAFT 420 SS
EXTERNAL HARDWARE 304 SS
"D"RINGS Buna N '
MECHANICAL SEAL•TYPE Tandem Seal, Silicone Carbide, LowerT Tool Steel/
n Upper
UPPER GEARING Row Ball
LOWER BEARING p2uble Row hncrular Contact Ball — Heavy Duty
DISCHARGE SI2E 4"
IMPELLER TYPE Open Single Vane
1
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APLIEW 140 Fond View Drive
- —e enrWyin the Cahn CROUP Merlden.OT 06460 45

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GRAVITY SE AVER EXTF""ION & PUMP STATION,
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD.
Andustrial $400 $200
i;%,-� NDomesdGCooling Water' $400 $200 a,
y <fir`=t;000 GPD and
Sttigle I amily 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

GRAVITY-SEWER EXT .ION & PUMP STATION
PAGE 9 (4/91),
Name and Complete Address of Engineering Firm: Ferrara Engineering, Inc.
200 West Wisconsin Avenue, P.O. Box 2978
City: DeLand, State: Florida Zip: 32723-2978
Telephone No. 904-734-8792 o'r 904-734-8727
Professional Engineer's Certification:
1, Gerard J. Ferrara, P..E. , attest that this application for Twin Ponds
R/V Park 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-
p
ortions 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. #12457
Print Name of Engineer—Gerard J. Ferrara P.E.
Seal and Signature (specify date):
Applicant's Certification:
I,_ Eugene- R. - Cook , attest that this application foc'Twin -Pond's
R/V Park
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
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 11 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/reins
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 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 W WTF 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

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Wood6n Place P 0 Box 1507 3800 Barrett Dr.,Suite 101
Asheville,NC 28802 Washington,NC 27889 Raleigh,NC 27609
704/251-6208 919/946-6481 910/733-2314
Avery Macon. Beaufort Zones Chatham Nash
Buncombe Madison Bettie Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituci Perquirnans Halifax Wake
Graham Swain Dan; 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 . Brunswick- New Hanover-- `
Bladen Robeson Cabamns Rowan Carteret_ Onslow
Cumberland. Richmond " Catawba Stanly CoTu'mbus " Pender'
Harnett Sampson Gaston Union Duplin.
Hoke . Scotland Itedell Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard,Suite 100
Winston-Salem,NC 27106
919//61-2351
Almnnance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Stury
Davidson Watauga
Davie Wilkes
Forsyth Yawn
Guilford
7of10

GRAVITY SEWER EXTENS1UN & VUMI' S 1A L'1UN
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: rnuNN 'CREEK
'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 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): Corporation
2. Name and Complete Address of Engineering Firm: Ferrara Engineering, Inc.
200 W. Wisconsin Ave. P.O. Box 2978 ,' '
City: DeLand, State: Florida Zip: 32723-297&,
Telephone No. 904-734-8792 or 904-734-8727
3. Project Name: Twin Pnn d s R/V Park
4.-- Bump station design flow: Peak 18 ,330 . GPD; 13 GPM
5. Name of closest downslope surface waters: Dunn Creek
6. County(s) where project and surface waters are located: Henderson Count
7. Map name and date:
8. North Carolina Professional Engineer's Registration No. . #12457
9. Print Name of Engineer Gerard J. Ferrara, P.E.
10. Seal and Signature(specify date):
6of10

GRAVITY SEWER EXTENSION&PUMP STATION
PAGE 5 of 10 (4/91)
V.-PUMP STATION L\rORMATION
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: Dunn Creek
3. Classification of closest downslope surface waters: , (as established
by the Environmental Management Commission &specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA,B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: High water level alarm & lieht on
lift station control panel , by-pass pump-out & emergency power
receptacle.
5. What size pumps are provided? 4 H.P. at 50 G.P.M. GPM
6. How many pumps'are provided? 2
7. What is the maximum capacity of the pump station? 18 ,300 GPD
8. What is the design total dynamic head? 50 T.D.H. feet
9.. How many pumping cycles will occur at the design flow rate? 1.8 cycles per hour
10. Check if provided at pump station:
Alternate Power Source X
Wet Well Vented with Screen x
Fillets in Wet Well x
Check Valves and Gate Valves x
Security Fencing
Lockable Wet Well Cover x
Area Light
110V Electrical Convenience Outlet x
Flood/Buoyancy Protection
High Water Alarm x 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)
4" 2 ,040 P.V.C. 2 ,160':16 " 2 ,130.50 2.6 5.0 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)? X yes _no
13. Is pump station subject to flooding? yes A 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 SEWER EXTO )N &PUMP STATION +
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltradon test rate: ? #_11GPD/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? 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? X 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 Nob
16. Identify (by manhole number),those manholes that are vented: N/A
y.
17. Does this project involve any stream crossings? L 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: Sheet 2 n r d
4 of 10

GRAVITY SEWER EX1— -SION & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
6 76factor or Nfc for is used and circle C r N below: C
150 0.bbSs 2.53 3.5
00 p�C 3,5
ia. Length Pi 50N 0 �8 1.75 2,
pe or Iv rn. Max. Minimum Max. Mrtumtun
(In.) (Lin. Ft) Material actor Slope Slope % Velocity(fps) Vel.(fps) Cover(in)
6" 254 PVC 150 0.58 4.72 2 3.5
611 90 PVC 150 0.58 2.11 2 3.5
6" 1273 PVC 0.58 2 3.5
1i —9.97 pyr. _L50_ 1)r58_ . 2�� 9 g F
R P�7r 1 rin n..59- 4_53_ 2- a_n
6" 232. PVC . 150 0.58 3.71 2 3.5
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?
N/A - :..- .......
:.._. .._.._
5. Maximum sewer reach length between manholes: 385 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? X Yes No.
If yes, what measures are being taken to enable the.sewers to withstand the loads?
Providing a proper cover
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
N/A
3of10

UKAVII T JCWbK VA IJrNJ1UN & 1-U MYJIA IIUN ,
PAGE 2 (4/91)
II1. INFORMATION ON WASTEWATER:
I. Nature of Wastewater:10 0 %Domestic; n nn P% Commercial; '
none % 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.:
R/V : Units
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: 7j 320 gallons per day
6. Explanation of how wastewater volume was determined:
61 lots X 120 G.P.D. per lot = 7 ,320 G.P.D.
(see attached letter from Henderson County' Utilities Department)
IV. DESIGN INFORMATION:
1. Brief'projectdescription: R/V Park consisting of 61 Units
61 Lots
2. Name of wastewater treatment facility receiving wastewater: Henderson County
Mud Creek Sewage Treatment
Plant
a. Facility permit no.: Unknown
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: A new sewer line has been installed
serving a recently constructed High School and was
determined by the Henderson County renresentativas that
it had capacity for2MAF0 project , see letter attached.

State of.North Carolina
Department of Environment,Health,and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(PHIS FORMMAYBEPHOTOCOPIEO FOR USEASANORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
Campgrounds Unlimited D/WA.
1. Applicant (corporation,indiv.dual, orother): Twin Ponds R/V Park
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Eugene R. Cook
President
3. Mailing Address: Rt . 2 Box 39-A
City: Flat Rock State: N.C. Zip: 28731
Telephone No.: 7( 04 1 693-4018
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Twin Ponds R/V-Park
5. Application Date: July 7, 1995 6. Fee Submitted: $
7. County where project is located: Henderson County
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 Pit,,list the existing permit number n/a
and issue date
n/a
4. Specify whether the applicant is n/a public or X private.
FORM: GSPS 4/91 Page 1 of 10 i

Page 2
Mr. . Eugene R. Cook
Upward School Sewer Project and Sewer Service Availability
June ,30, 1993
If you need additional information. or have -any questions, please
contact the Utilities Department at (704) 09,7-4818 .
Sincerely,
j� /
Doyle Freeman
Henderson County Utilities Department
caj
cc: Mr. David F. . Thompson, County Manager
Mr. James S . Erwin, Jr.., Utilities Director

HENDERSON COUNTY
BOARD OF COMMISSIONERS
100 NORTH ICING STREET
VOLLIE G.GOOD . HENDERSONVILLE, N.C. 28792-5097 DAVID F.THOMPSON
CHAIRMAN PHONE 7O4/69i•aSOS COUNTY MANAGER
J.MICHAEL EDNEY
HUGH D.RANDALL FAX [phone] '
WILLIAM McKAY
RENEE KUMOR ..
June 30, 1993
Mr. Eugene R. Cook .
1801 Monastery Road
Orange City, FL 32763
RE: Upward School See.•er. Project
Sewer Service Availability
Dear Mr. Cook:
This letter is to document our conversation of June 29 , 1993 as
well as previous meetings, and to provide information concerning
sewer service for your proposed R.V. Park.
. The above referenced project is a Henderson County Board of
Education Project which is funded by. the same. The Henderson
County Utilities Department cannot accept applications for sewer
service at this time. The Utilities Department will begin to
accept applications for sewer service when the line is constructed,
becomas operational, and is deeded by the Henderson County Board of
' Education to Henderson County.
Sewer service availability to your proposed R.V. .Park will be
contingent on the following:
- 1 . The ownership of the sewer line by Henderson County.
2 . A Sewer Service Application being filed with the Utilities
Department by you.
3 . You -V.hall be required to provide to the Utilities Department
any recorded copies of necessary private easements (on a form
approved by Henderson County) , encroachment agreements (from
the North Carolina Department of Transportation) , and any State
Permits that may be required.
4 . You shall be required to comply with the Henderson County Sewer.
Use- Ordinance and the rules and regulations of the Utilities
Department.
S . You will be subject to (a) any added costs (including impact
fees) that result from Henderson County's Agreement with the
City of Hendersonville concerning sewer treatment and (b) the
City of Hendersonville Sewer Use Ordinance'.
6. The construction of any projects' or additional flows shall also
be conditional upon agreements for treatment by the City of
Hendersonville with Henderson County.
,1
I ��/,erl

1AQ J.FERR
t99 FERRARA ENGINEERING, INC.
X i PLANNERS • CONSULTING AND ENVIRONMENTAL ENGINEERS • TESTING
q7• ��O P.O. BOX 2978 • DELAND, FLORIDA 32723-2978 • PHONE: [phone]
E OF FAO
GERARD J. FERRARA, P.E.
PRESIDENT
July 5, 1995
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
RE: Campgrounds Unlimited, D/B/A
Twin Ponds R. V. Park, Gravity
Sewer Extension.
To Whom It May Concern:
Here attached please find the following information for the above
mentioned subject for your review and approval .
1 . One ( 1 ) original and three ( 3 ) copies of the
completed application.
2. One ( 1 ) check in the amount of Four-Hundred
( $900 . 00 ) Dollars.
3 . Three ( 3 ) sets of plans.
9 . Three ( 3 ) copies of the calculations.
If you have any further questions regarding the above mentioned
information please do not hesitate to contact this office.
Very truly yours,
FERRARA ]EERING, INC.
Ger J. Ferrara, P. E. #12457
Pr sident
GJF/smb
attachments:
file: twinponds. sewer
lay
EXECUTIVE OFFICES: 200 WEST,WISCONSIN AVENUE, DELAND, FLORIDA

r l
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F�
A. Preston Howard, Jr., P.E., Director
July 7, 1995
MR EUGENE R. COOK
CAMPGROUNDS UNLIMITED
DB/A TWIN PONDS R/V PARK .
RT 2 BOX 39-A
FLAT ROCK, NORTH CAROLINA 28731 Subject: Application No. W00011269
Twin Ponds R/V Park
Sewers-Private
Henderson County
Dear MR COOK:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on July 7, 1995. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Michael Allen for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Michael Allen at [phone] extension 547. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
Please reference the above application number when leaving a message.
Sincerely,
i �li �
&6ZI
nCaskill
Supervisor, State Engineering Revie ,C-r uo p
cc: Asheville Regional Office
Ferrara Engineering, Inc. D
J� gyp\
Pollution Prevention Pays
psN
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
�s-
An Equal Opportunity Affirmative Action Employer

Mc GILL ASSOCIATES, P.A.
•LL '� CONSULTING ENGINEERS
April 6, 1995 The Division of Envirorunental Management hereby
acknowledges receipt and acceptance of this Engineers
Ms. Carolyn McCaskill, Supervisor Certification 4
North Carolina Department of Environment, --_
Health and Natural Resources _ ' ---"—
Division of Environmental Management ---
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
RE: Sewer Extension Improvements
First Citizens Bank
Permit No. W00008561
Dear Ms. McCaskill:
Work on the above-referenced project has been completed. Based upon our periodic inspection
of the project during construction we offer the following certification:
"I, M. Keith Webb, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe the construction of the project on a
periodic basis, the project is more fully described as sewer system improvements for
First Citizens Bank in Hendersonville, North Carolina for the City of Hendersonville
hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construct g,,suah,jiat the construction was observed to be built
within substantial e�tw of this permit, the approved plans and
specifications, and others
Signature Registration No. 12809
Date: 4-6-95 12809
s F/yrJ �R,, m
If there are any questionsram;pl'Tp'J�� � •
Sincerely,
McGILL S�OCIAATESS,`P.A.
M. KEITH WEBB, P.E.
MKW:m
cc: am Fore
Ezra Allman
Paul White
93286.00 CM06.APR JUL 191995 -�
8
,i'cSC'JAlll\S Cif
P.O. BOX 225E / 704/262.0676 / 55 BROAD STREET
ASHEVILLE,NC 28802 7041252-2518 CFAX] ASHEVILLE,NC 28801

•Permit No. WQ0009046
April 18, 1994
ENGINEER'S CERTIFICATION
1, LAPSL�as a dulymgiswEg4 Professional Engineer in the State of North
Carolina, having been authorized to obsery eriodicall eekly, full time) the construction of the
project, for the
Project Name Location
Permittee hereby state t, to the best of my abilities, due care and diligence was used in the observation
of the construction c at the cons ctio was observed to be built within substantial compliance and
intent of this pe y oatl',ons, and other supporting materials.
Signature AA Q � ; � ~� �'i •./ - Registration No.
Date ;�a' SAL'
t7�
tr f-
O
The Division of Environmental Management hereby
acknowledges receipt and acceptance of this Engineers
Certification
3
1
r�

Permit No.WQ0009836
September 30, 1994
ENGINEER'S CERTIFICATION'
I, VARY l w� 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, ao,..Q-V c�aesdJ �A n/�' . N . 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 approv 1 and specifications, and other supporting materials.
Sig nature (�y� 1/ Registration No. _ 9�
v
Date <}-S- CI SS
C R S
:��•oQ�N• s io% / SiF4
•' Q
o
a S p! ,
t
fill
.GIN • �lG.` t < �,:;
^a
~ M ry
jut ' 919
95 Division of Environmental Management hereby
FS t RE i' 7 FCr10N a`k owledges receipt and acceptance of this Engineers
CiutiAt o CF Certification
3

.na,W-iy95 14:14 fRC" D09 WATER QUALITY SECTION TO ARO P.03/33
MY
FFF
El
� • R. .. .gip \• � �
.,.
�7 Fes .• ;u
CorFrcwa �n - 1a`
rA Kra
O
•': aWcl(•. e � ors ��• t - .
•,' i. . r • i . .r 1 .
` ..fit!\•.-. r�f �` _ +r� C ri�i..`.•... cn /aYl� , ` �. - i .^
TOTAL P.B3

JLl,-W-1995 14:13 FRC" DELI WRTER CRUFLITY SECTION TO PRO P.02/03
PAGE 6(4191)
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: G
C9assificarion(as established by the Environmental Management CDMMI sion):
proposed Classification,if applicable: V/14 _ p
Sigtatu<eof regional office personnel: —Dater S
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be requited 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 t through 10 completed,to the appropriate Division of Env
uonmental
IYamagement Regional Water Quality Supervisor(see anached listing). At a minlmnm.You must
include an 83" 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 dowmlope
surface waters (waters for which you are nxinesting the classification)and ncluded submitted
mapsub copy.
p .
The application may not be submitted until this form is camp
I. Applicant(corporation,individual,or other)-
Corporation
2. Name and Complete Addres.sofEngineeringFttm: Ferrara En ineerin Inc.
200 W. Wisconsin Ave. P.O. Box 2978, -
City- Deland, State' Florida Zip: 32723-2978
Telephone No. 904-734-8792 or 904-734—S727
3. Project Name Twin Pond
4. pump station design flow: Peak 18,330 GPD; GPM
S. Name of closest downslope surface waters: Dun Cr�—
6. Couury(s)where project and surface waters are located: Heuder90n County-
7- Map name and date:
8. North C =lina pmressional Engineor s Registration No. 112457
9. printNameafEngineer Gerard d. Ferrara P.E.
10. Seal and Signature(specify date):
6 of IO

J1!! -W-,1995 14:13 Ffd"' DE11 WATER <JUPLITY SECTION TO PRO P.01/93
State of North Carolina
Department of Environment,
health and Natural Resources
James B. Hunt.Jr..Governor
.fir►
Jonathan 9. Howes.Secretary p E H N F
Steven J. Levitas, Deputy Secretary
Division of Environmental Management
water Quality Section
P.O. Box 29M
Raleigh,N.C.27626-t7535
FAX:(919)73&W19
FAXTOr FAX NUMBER:
'S
FROM:
PHONE; [phone] 1
NO. OF PAGES INCLU ANG THIS SHEET;
p � 6 � Od �
ASHEVI L E REGIONAL OFFICE
An Equol opportunity Affirmative Action Employer

MEMO TO: State Revi w Group Division of Environmental Management
Asheville Regional Office
FROM: Forrest R. tall WQ Regional Supervisor 07/20/95
SUBJECT: Procedure Four (4)
APN WQ0011269 State Review GroupMis4,.,) `/e.,
Eugene R. Cook Review Engineer
Twin Ponds R/V Park
Route 2, Box 39-A
Flat Rock, NC 28731
Henderson County Regional Office Contact—Paul R. WIP14
1) Name of wastewater treatment plant to receive the wastewater
Unknown
2) WWTP design capacity unknown
3) NPDES Permit No. NC00 Expiration Date
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning
Permits/SOC Limits Monthly Average
5) Quantity and type of wastewater from proposed sewers :
7320 cord
domestic 1000
industrial
other
6) Volume from previously approved projects not yet tributary to
WWTP
7) Regional Recommendations : Insufficient information to review.
Application states receiving WWTP is Henderson County Mud Creek Plant .
Henderson County does not currently hold a permit for any operating
wastewater treatment facilities Please require submission of information
on receiving wastewater treatment facility.

State of North Carolina
Department of Environment,
Health and Natural Resources �� • •
Division of Environmental Management 1
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 17, 1995
Mr.Chris A. Carter, City Manager
City of Hendersonville
P.O. Box 1760
Hendersonville, NC 28793
Subject: Project Return (W00011188)
City of Hendersonville
1994 Annex Areas, Contract 1
Henderson County
Dear Mr. Carter:
This is in reference to your application received June 15, 1995, for the construction and operation
of the subject wastewater collection facility.
As Mr. Keith Webb, with McGill Associates, P.A., requested in a telephone conversation with
Mr. Ray Cox,the Division is hereby returning your application and supporting documents. Mr.Webb has
explained that the project is under review by the Construction Grants and Loans Section, and, therefore,
no action is required by the Permits and Engineering Unit. The Permits and Engineering Unit has taken no
permit action with respect to the application. Your application package and $400 processing fee are being
returned to you under separate cover.
Please be advised that construction and/or operation of wastewater collection, treatment, and/or
disposal facilities without a valid permit is a violation of North Carolina General Statute 143-215.1 and
may subject the City of Hendersonville to appropriate enforcement actions in accordance with North
Carolina General Statute 143-215.6. Civil penalties of up to $10,000 per day per violation may be
assessed for failure to secure a permit required by North Carolina General Statute 143-215.1.
If you have any questions or comments concerning this matter, please contact Mr. Ray Cox at
[phone], ext. 549.
Sincerely, (� n
L
A. Prestoroward, Jr., P.E. I i
cc: hevillel egio�' MeiaQuality Section I
McGill Associates, P.A.
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

Page 2
Mr. Eugene R. Cook
Sewer Service Application # A00120MS
April 25, 1994
CONSTRUCTION MAY NOT BEGIN UNTIL A SEWER SERVICE 'PERMIT HAS BEEN
ISSUED AND ALL REQUIREMENT PERMITS FROM : THE HENDERSON COUNTY
INSPECTIONS DEPARTMENT OBTAINED.
Once all permits are secured, you will , need to hire Harry' s
Ditching :Service, Inc. ( 692-5206 ) to make the sewer tap in the
existing Upward Elementary School sewer line. You must notify the
Henderson County Utilities Department prior to the sewer tap being
installed.
In our above referenced March 11, 1994 meeting, you stated that you
planned to install a sewer meter near your proposed pump station.
The sewer meter must be approved by the City of Hendersonville and
Henderson County. Once the sewer meter meets all requirements and
you are connected to the Henderson County sewer system, your sewer
charge will be based on the monthly flow, as noted on the sewer
meter. The Henderson County Utilities Department will read your
sewer meter on a monthly basis and report same to the Henderson
County Finance Department. A monthly invoice will be sent to you
by the Henderson County Finance Department based on your monthly .
flow and the current Mud Creek Water' and Sewer District •sewer rate,
a copy of which is enclosed.
As you are aware, Campgrounds Unlimited Inc. is responsible for all
costs associated with the project. Campgrounds Unlimited Inc. is
also to retain ownership of the subject private sewer system
(including the pump station and force main) .
If you have any questions or need additional information, please
call.
Sincerely,
r
Doyle Freeman
Henderson County Utilities Department
DF/mam
cc w/out enclosures : Mr. Gerard J. Ferrara, P.E;

HENDERSON COUNTY
UTILITIES DEPARTMENT
101 EAST ALLEN STREET
HENDERSONVILLE, N:C. .28792
PHONE [phone]
FAX [phone]
April 25, 1994
Mr. Eugene R. Cook, President
Campgrounds Unlimited Inc . D/B/A Twin Pines RV Park
1801 Monastery Road
Orange City, FL 32763
RE : Mud Creek Water and Sewer District
Sewer Service Application # A00120MS
'Proposed Twin Pines RV Park
pear Mr. Cook:
On March 30, 1994, Mr. Tom Kilpatrick, Director of the City of
Hendersonville Water and Sewer Department, wrote a letter agreeing
to accept and treat 7, 320 gallons per - day of domestic strength
wastewater from Phase I of your proposed RV Park subject to certain _
conditions- an8/'requirements . You will need to contact the City of
Hendersonville concerning their conditions and requirements . A
copy of Mr. Kilpatrick' s said March 30, 1994 letter is enclosed.
As requested during our March 11, 1994 meeting, please. provide the
Henderson County Utilities Department will sewer plans for Phase I
of the subject Park at your earliest convenience .
As you know, you are no longer required (by Henderson County) to
secure easements, release deeds,. and encroachment agreements and
furnish the same to the Henderson County Utilities Department. As
to the question of whether you ' still need to secure easements,
release deeds, and encroachment agreements for your purposes, I
suggest that you consult with your attorney. -
You are required to provide the Henderson County Utilities
Department with a copy of the State Permit for your project. When
the State Permit is received and you have met all of Henderson
County' n sequiroments, the Henderson County Utilities Department
will issue a Sewer Service Permit. In order to expedite the
process, a Sewer Service Permit form has been enclosed for your
execution. Please execute and return the same to the Henderson
Coanty Utilities Department at your earliest convenience. As soon
as ' youhave met all of the above discussed requirements and
Henderson County accepts ownership of the Upward Elementary School
sewer, line (which you will be connecting to) , the Henderson County
Utilities Department will sign the form and actually issue the said
Sewer Service Permit. You will then need submit the original Sewer
Service Permit to the Henderson County Inspections Department and
obtain all required permits from Inspections Department.

r
and state_ regulations • as. well as the City Is sewer Use ordinance
and Pretreatment Program requirements.
Should you have any questions, please feel free to contact me at
697-3063.
c .
Sincerely, ��
Tom Kilpa rick, Director
Water and Sewer Department
CITY OF HENDERSONVILLE
cc: Nancy Blanchard, Business Operations
Richard Hayes, Engineering
l
V

o` RE;bERgoy
OFFICERS A,y �Oe
FREE)H.NIEHOFF,JR. . i • COMMISSIONERS
MAYOR
BARRPR BVOL y�Rth CARo'�2p DAN McGFU1W '
MAYO
o­Tm
BARBARA W.PORTER BARBARAVOLK
CRT CLERK AROTR"SLRM CITY OF HENDERSONVILLE T.LEEOSBORNE
"The City of Four Seasons" DIAIECALOWELL
145 FIFTH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28792
March 30, 1994
Ms. Mary Alice Miller
Henderson County Utilities Department
101 East Allen Street
Hendersonville, N.C. 28792
Re: Wastewater Treatment
MCWSD Application(s) # A00120MS
Dear Ms. Miller:
The above referenced application(s) for. treatment of 7,320
gallons per day (gpd) of domestic strength wastewater for Twin
Pines RV Park, ' Phase I, is acceptable for treatment and is
approved subject to the following provisions:
1. Phase I is approved for a maximum of 61 lots.
2. By City Ordinance,. separate sewer meters are subject to
approval for both billing purposes and Infiltration/Inflow
control. In general, separate sewer meters must be
accurate to within plus or minus' 10% of actual flow and
must receive an -annual calibration for accuracy. Please
provide technical specifications when available..
3. MCWSD provides written notification of the meter reading
and/or flow for billing purposes to Renee Layton, Meter
Services Clerk, at this address, prior to the 7t of each
month.
Since this application has well water, the allocation is
calculated at 120 gpd per campsite and the System Development
Charge (SDC) is calculated at $2.00/gpd allocation:
@ $2.00 gpd - $14, 640.00
SDC fees in the amount of $14,640. 00 should be forwarded to the
Business Office along with notification of the date on which
active service and billing. is to commence.
This allocation is issued under the general allocation of 150,000
gpd approved for Henderson County. Wastewaters accepted for
treatment by the City of Hendersonville are subject to federal

Y
CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
AUGUST 1, 1995
MGD
NOT
PROJECT WO# APPROVED MGD CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 . 06204 6-15-94 . 05964
(Cherry Branch)
General Electric 7137 12-21-92 .240 2-10-94 0
Sugarloaf Apts . 7491 6-25-93 . 017205 5-17-94 . 01705
Bright Oaks Subd 8224 9-3-93 . 009 3-16-94 . 0069
(Country Meadows)
Carriage Park P1S3 8288 9-3-93 . 00432 3-16-94 0
Cherry Br. Sewers 8653 12-3-93 see Lake Pointe Landing -0-
(Interceptor Project) ,
Appleland Bus . Park 9046 4-18-94 . 022 4-16-95 . 022
Carriage Park P2S3 9479 6-30-94 . 00864 no 0
Spring Arbor 9715 8-15-94 . 0036 no . 0036
i
Sharon' s Crossing 9732 9-13-94 . 0096 no . 009 ;,
Y 1
Blue Ridge Villas 1945 8-31-94 no add' 1 no -0-
9794
Maple Village 9836 9-30-94 . 0056 4-5-95 . 0056
Carriage Park S6 10144 11-17-94 . 01584 no . 01584
Carriage Park S25 10038 11-23-94 . 01224 5-11-95 . 01224
Carriage Park S25 10040 11-23-94 . 0036 5-11-95 . 0036
Dellwood Apts. - Easter 10119 12-12-94 . 03024 no . 03024
Mountain Home Ind. Park 10120 12-7-94 . 054862 no -0-
Saddlebrood Homes II 10536 02-28-95 . 01224 • no . 00574
Upward Interchange 11044 07-17-95 . 015 NO . 015
TOTAL: .20645 MGD
v

MEMO TO: State Review Group Division of Environmental Management e7 VaZ
Asheville Regional Office
FROM: Forrest R. 4WestWQ Regional Supervisor 08/01/95
SUBJECT: Procedure Four (4)
APN W00011269 State Review Group
Eugene R. Cook Review Engineer_Michael Allen
Twin Ponds R/V Park
Route 2, Box 39-A
Flat Rock, NC 28731
Henderson County Regional Office Contact Paul R. White
1) Name of wastewater treatment plant to receive the wastewater
City of Hendersonville
2) WWTP design capacity 3 .2 mad
3) NPDES Permit No. NC0025534 Expiration Date 09/30/95
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 06/01/94
Permits/SOC Limits Monthly Average
5) Quantity and type of wastewater from proposed sewers:
7320 gpd
domestic 1000
industrial
other
6) Volume from previously approved projects not yet tributary to
WWTP 0 .20645 MGD
7) Regional Recommendations: The City is approaching capacity of
their treatment plant . Subtracting the outstanding flow from the plant
capacity leaves approximately 3 . 0 mgd. The average daily flow for
calendar 1994 was 2 . 80 mgd. The average daily flow for the previous 12
months was 2 . 90 mgd. The City has -been notified that they may be placed
on a moratorium in the near future. However, they are still making
repairs to the collection system to reduce I/I, which is more damaging to
the operation of the treatment plant than uniform flow. This could free
up more capacity.
It is recommended that the project be approved as requested.

ATTACHMENT " C"
NCDEHNR, DEM, NON-DISCHARGE PERMIT APPLICATION
FORM GSA 06/94
SEWER SYSTEM IMPROVEMENTS
1994 ANNEXATION AREAS
CITY OF HENDERSONVILLE
APPLICATION PAGE 3-SECTION IV-ITEM 10
LIST OF DROP MANHOLES
Sheet 6 of 44 STA. 10+00.00 LINE "6-E" = STA. 22+63.65 LINE "6-A"
Sheet 6 of 44 STA. 10+00.00 LINE "6-D" = STA. 25+83.46 LINE "6-A"
Sheet 6 of 44 STA. 10+00.00 LINE "6-F" = STA 27+96.33 LINE "6-A"
Sheet 6 of 44 STA. 28+34.55 LINE "6-A"
Sheet 28 of 44 STA. 10+00.00 LINE "15-H" = STA. 43+64.29 LINE "15-G"
Sheet 32 of 44 STA. 10+00.00 LINE "15-1" = STA 14+06.41 LINE "15-H"

ATTACHMENT " B" PAGE-2
NCDEHNR, DEM, NON-DISCHARGE PERMIT APPLICATION
FORM GSA 06/94
SEWER SYSTEM IMPROVEMENTS
1994 ANNEXATION AREAS
CITY OF HENDERSONVILLE
APPLICATION PAGE 3-SECTION IV-ITEM 3
MIN. MAX. MIN. MAX. MIN.
DIA. LENGTH PIPE SLOPE SLOPE VEL. VEL. COVER
AREA LINE (IN.) (L.F.) MAT. N FACTO (%) M (F.P.S.) (F.P.S.) (IN.)
15 15P 8 1,488 PVC 0.010 0.45 8.33 3.02 12. 88 24
15Q 8 1,055 PVC 0.010 1.58 8.06 5.65 12. 77 72
15R 8 146 PVC 0.010 3.29 8.16 72
15S 8 105 PVC 0.010 0.41 2.88 54
Carolina
Village A 8 967 PVC 0.010 0.47 5.15 3.08 10.21 30
B 8 976 PVC 0.010 1.88 5.50 6.17 10.55 60
D 8 825 PVC 0.010 1.49 20.00 5.49 20.12 24
NOTE: Velocoties calculated based on pipe flowing half full.

ATTACHMENT " B" PAGE-1
NCDEHNR, DEM, NON-DISCHARGE PERMIT APPLICATION
FORM GSA 06/94
SEWER SYSTEM IMPROVEMENTS
1994 ANNEXATION AREAS
CITY OF HENDERSONVILLE
APPLICATION PAGE 3-SECTION IV-ITEM 3
MIN. MAX. MIN. MAX. MIN.
DIA. LENGTH PIPE SLOPE SLOPE VEL. VEL. COVER
AREA LINE (IN.) (L.F.) MAT. N FACTO M M (F.P.S.) (F.P.S.) (IN.)
1 8 424 PVC 0.010 0.41 1.00 2.88 4.50 54
6 6A 8 1 2,114 PVC 0.010 0.40 2.13 2.84 6.56 72
6B 8 3,348 PVC 0.010 0.40 3.32 2.84 8.20 72
6C 8 2,302 PVC 0.010 0.40 2.27 2.84 6.78 60
6D 8 160 PVC 0.010 0.93 4.34 72
6E 8 91 PVC 6010 0.62 3.54 60
6F 8 213 PVC 0.010 0.40 1.044.59 72
7 8 453 PVC 0.010 0.40 1.47 2.84 5.45 50
8 8A 8 429 PVC 0.010 0.40 14.18 2.84 16.94 60
8B 8 428 PVC 0.010 1 0.79 9.70 4.00 14.00 54
10 10A 8 248 PVC 0.010 5.08 10.69 10.14 14.71 60
lOB 8 314 PVC 0.010 0.40 9.75 2.84 14.00 48
12 12A 8 853 PVC 0.010 655 9.63 3.33 14.00 54
12B 8 174 PVC 0.010 0.56 3.34 54
12C 8 1,252 PVC 0.010 3.30 7.18 8.17 12.00 36
15 15A 8 3,836 PVC 0.010 0.40 4.73 2.84 9.78 60
15B 8 672 PVC 0.010 0.40 6.11 2.84 11.12 60
15C 8 509 PVC 0.010 0.50 6.03 3.18 11.00 36
15D 8 704 PVC 0.010 0.40 4.14 2.84 9.15 36
15E 8 410 PVC 0.010 1.57 5.64 42
15F 8 298 PVC 0.010 1.27 5.07 60
15G 8 4,932 PVC 0.010 0.40 4.07 2.84 9.07 36
1
5
H 8 1,728 PVC 0.010 0.40 7.02 2.84 11.92 42
15I 8 330 PVC 0.010 7.07 9.47 11.96 13.84 72
15J 8 160 PVC 6 010 1.36 6.23 5.25 11.23 72
15K 8 406 PVC 0.010 3.67 8.62 72
15L 8 159 PVC 0.010 8.87 13.40 72
15M 8 635 PVC 0.010 4.72 9.91 9.77 14.16 42
15N 8 216 PVC 0.010 2.75 7.46 48
150 8 167 PVC 0.010 10.82 14.80 72

ATTACHMENT "A"
NCDEHNR, DEM, NON-DISCHARGE PERMIT APPLICATION
FORM GSA 06/94
PROJECTED FLOWS
SEWER SYSTEM IMPROVEMENTS
1994 ANNEXATION AREAS
CITY OF HENDERSONVILLE
APPLICATION PAGE 2-SECTION III-ITEM 7
PEOPLE TOTAL
ANNEXATION FLOW /EMPLO FLOW FLOW
AREA TYPE # LOTS YEES (GPCD) (GPD)
Area 1 Residential 0 2.75 70 0
Commercial 6 10 15 900 I G,e
I & 1 100 GPDIM 65
Area 6 Residential 24 2.75 70 4,620 $Gyp
Commercial 23 15 15 5,180 Z S
I & I 100 GPDIM 1,230
Area 7 Residential 0 2.75 70 0
Commercial 6 10 15 900 150,9
I & I 100 GPDIM 69
Area 8 Residential 10 2.75 70 I 1,930 JGoo
Commercial 0 15 15 0
I & I 100 GPDIM 130
Area 10 Residential 5 2.75 70 960 /Foo
Commerciall 4 15 15 900 / So 0
I & I 100 GPDIM 85
Area 12 Residential 15 2.75 70 2,890 SVoo
Commercial 23 20 15 6,900 11 J go 0
I & I 100 GPDIM 345
Area 15 Residential 115 2.75 70 22,140 V// ytpd
Commercial 16 10 15 2,400 y ov o
I & I 100 GPDIM 2,700
Carolina Village Residential SftFLOW51,920
,200
Commercial 00
I & I 290
ESTIMATED AVERAGE ,920INFLOW/INFILTRATI ,914ESTIMATED AVG. FLOW ,834ESTIMATED PEAK FLOW [2.5 * ( 2,085
Exl-$r(A(& C c4R. VILL, $3�0
l gL�66 S

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor Washington Regional WQ Supervisor Raleigh Regional WQ Supervisor
59 Woodfin Place Post Office Box 1507 Post Office Box 27687
Asheville, NC 28801 Washington,NC 27889 Raleigh, NC 27611
[phone] [phone] (919)5714700
Fax [phone] Fax[phone] Fax[phone]
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Bertie 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 Daze Pitt Johnston Warren
Haywood Transylvania Gates Tyrell Lee Wilson
Henderson Yancy Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQ Supervisor Mooresville Regional WQ Supervisor Wilmington Region.WQ Supervisor
Wachovia Building, Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayetteville, NC 28301 Mooresville,NC 28115 Wilmington, NC 28405-3845
[phone] [phone] [phone]
Fax[phone] Fax[phone] Fax[phone]
Anson Moore Alexander Mecklenburg Brunswick New Hanover
Bladen Robeson Cabarrus Rowan Carteret Onslow
Cumberland Richmond Catawba Stanly Columbus Pender
Harnett Sampson Gaston Union Duplin
Hoke Scotland hedell Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard,Suite 100
Winston-Salem,NC 27106
[phone]
Fax[phone]
Alamance Rockingham
Alleghany' Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: GSA 06194 Page 6 of 6

Name and Complete Address of Engineering Firm:McGill Associates P.A.
P. 0. Box 2259
City: Asheville State: North Carolina Zip: 28802
Telephone Number. ( 704 252-0575• .
Professional Engineer's Certification:
I, John Echeverri attest that this application for Sewer System Improvements
1994 Annexation Areas City of Hendersonville.
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 Seal,Signature,and Date:
Applicant's Certification:
I, attest that this application for
bas.been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans of this
application are not completed and that if all required supporting information and attachments are not included,this application package
will be returned to me as incomplete.
Signature• Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH• CAROLINA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: GSA 06/94 Page 5 of 6

THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMES, _
MANAGEMENT UNLESS'ALL OF THE APPLICABLE ITEMS ARE
INCLUDED \PITH THE SUBMITTAL
Required Items
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form a
required as a result of additional information requests by the Division, the additional information must be transmitted unde
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two(2)sets of detailed plans;rid specifications signed and sealed by a North Carolina Professional Engineer. The plans mut
include a general location map, a plan view of the sewer.extension, a profile of the sewer extension, and must show Ili
proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegate
authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Two(2)copies of th
existing permit if,a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. Howevei
the plans and specifications may contain:FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
C. The appropriate permit processing fee, in accordance with 15A NCAC 211 .0205(c)(5). The fee for sewer extensions fc
nondelegated municipalities is $400. The fee for sewer extensions for delegated municipalities (applies only to thoE
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Managemt
Commission)is$200. Name changes without other modifications are$100.
d If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting the wastewater flow from t1c
project is different from the applicant of the project, then a letter must be provided from the owner/authority of the W WT
specifying the volume of flow that will be accepted. The letter should be a recent letter and should refer to the project by th
same name as that identified on the application and the plans/specifications.
e. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from tt
Utilities Commission which demonstrates that the utility is authorized to bold the franchise for the area to be served. In d
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas vd
covered under an existing franchise.
f. A properly executed Operational Agreement(original and two copies-form provided by DEM)must be submitted if the sews
extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sews
extension is owned by the individual residents,a homeowners association,or a developer.
g. A cover letter,'which briefly describes the project,should be included with each application package. If necessary for clar.t
feel free to include attachments to the application form. Such attachments will be considered as part of the application ar
should be numbered to correspond to the section to which they refer.
h: All materials and fees submitted in support of this request for a permit become the property of the Division of Envirormtent
Management; therefore, if the permit is trot issued for any reason, the Division will return submitted materials only at i
option.
FORM: GSA 06194 Page 4 of 6

5. Maximum length of sewer between manholes:. 406.33 linear feet.
. -Sta. 10+00 Sta. 14+10.33
6.. This sewer line segment occurs between manhole no.Line 15 E and manhole no.M.H. No. 1
7. Does the owner/operator have the ability to clean this length? X Yes No. For sewer reach lengths grease:
than 425 feet,please provide a letter from the owner/operator,stating the ability to clean the specified reach and include thr
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? X _Yes No. If Yes, what measures are being
taken to enable the sewers to-withstand the loads?
Adequate depth of cover, pipe bedding and use of heavy duty manhole frames and
covers.
9. Outside drop manholes are provided where invert separations exceed: 2 feet(provide for separations>or=2.5')
10. Identify(by manhole number)those manholes that have drop connections: Refer to Attachment C.
11. Maximum allowable infiltration/exfiltration test rate: 100 GPD/pipe diameter inch/mile of pipe.
NOTE:Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans and addressed in the specifications. If a,b,or c below is no,explain
in an attachment:
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.horiz.sep.from water mains or 18 in vertical sep. (water over sewer)or ferrous pipe specified?_X__Yes_Nc
.13. Are manholes subject to flooding? X Yes—No. If Yes, are manhole rim elevations 1 foot above 100-year floor
m level, (100 year flood elevation should be indicated on plans)?_Yes X No; Or,are the manholes watertight,venter
1 foot above the 100-year flood elevation and vented every.1,000 feet(should be shown on plans)? X Yes_No.
14. Identify(by manhole number)those manholes that are vented: M. H. No. 15Cr-2 and 15Cr9
15. Does this project involve any stream crossings? X Yes_No. If yes, what precautions or special features have beer
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: _Use of ductile iron Wipe encased in concrete and
installed below stream bed whenever possible Sheet 26 Sta 14+25 and 21+25
Sheet 27 Sta. 26+85 and 32+70, Sheet 31 Sta. 15+95 Sheet 3B Sta. 10+50 and
15+10.
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both tht
25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Wastewater collection systems may not be installed in WS-I watersheds. Are any of the subject wastewater collectior
systems located in a WS-1 watersbed? Yes, X No.
FORM: GSA 06/94 • Page 3 of 6

6. Volume of wastewater generated by this project: 51,920 gallons per day.
7. Explanation of how wastewater volume'was determined: future flows were projected utilizing state—
wide averages for per capita consumption. (i.e. , residential= 70 gpcd,
commercial= 15 gpcd.) See Attachment A.
IV. DESIGN INFORMATION:
1. Brief project description: InStallation of approximately 33,000 linear feet of eight—inch
gravity sewer line and related appurtenances.
2. Name of wastewater treatment facility receiving wastewater: Hendersonville WWTP
a. Facility Permit Number: NC 0025534
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
Receiving sanitary sewers are of adequate size and condition to accept
projected additional wastewater flow.
c. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream: 8 inches, 12 inches, and 18 inches
3. Summary of GRAVITY SEWER to be permitted,by diameter,length and pipe material: Refer to Attachment B
Page 1 and 2.
Diameter Length Pipe Circle C or Minimum Maximum Minimum Maximum Minimum
(in) (linear feet). Material N Factor& Slope(%) Slope(%) Velocity Velocity Cover(in)
Specify (fps) (fps)
Value
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors sball 1>6 provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 foc
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot separation for slopes grease
than 50%.
For velocities greater than 15 fps,it is strongly recommended that measures be considered which will protect the sewers an
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 protec
the sewer pipe and manholes?
FORM: GSA 06194 Page 2 of 6

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION: SOC Project: _ Yes, No.
1. Applicant's name(please specify the name of the municipality, corporation,individual, etc.):
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)
Chris A. Carter, City Manager
3. Mailing address: P. 0. Box 1760
City; Hendersonville State; NC Zip: 28793
Telephone Number: ( 704 ) 597-3065
4. Project Name (please specify the name of the subdivision, facility, or establishment--should be consistent w@0projec
name on plans,specifications,letters of flow acceptance,Operational Agreements,etc.):
Sewer System Improvements 1994 Annexation Areas
5. Application Date: August 20, 1995 6. Fee Submitted: S 400.00
6. County where project is located: Henderson
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM):
2. Specify whether project is: X new; modification.
3. If this application is being submitted as a result of a modification to an existing permit,please complete:
existing permit number N/A and the issue date
4. Specify whether the applicant is X public or private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater. . 100 %Domestic/Commercial; %Industrial;
Other waste(specify):
2. Please provide a one or two word description specifying the origin of the wastewater, such as school, subdivision,hospital
Singql�e family residences and commercial establishments
commercial, industrial,apartments, etc.:within the annexation areas,
3. Indicate any parameter(s)(and their concentration)that will be greater than normal domestic levels: N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility? N/A
5. If a pretreatment permit is required, has one been issued? N/A Yes; No. If yes,please attach a copy of the
pretreatment permit. If No. when will one be issued: N/A
FORM: GSA 06/94 Page 1 of 6

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cc: Dan Blaisdell
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p.O.Box 29535.Weigh.Norlh Caollnu 27626.OM Telephone [phone] FAX [phone]
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08/21/95 "'}0 S 9197339311 aCDF" ^9NST ORNT 01
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State of North Carolina o LL ' a LL
Department of Environment,
Health and Natural Resources
C/ Division of Environmental Management
James B. Hunt,Jr.,Governor
Jonathan B. Howes.Secretary ID E H h I
A, Preston Howard,Jr., P.E.. Director o tv
z n
LL
August 21, 1995 R Q'
n a
m
0 c u
1 F U R i,
MEMORANDUM
TO: Mr. Paul R. White
Environmental Engineer
Asheville Regional Office
FROM: Bill Hoffman,Supervisor
Design Management Unit
SUBJECT: Hendersonville,North Carolina
State Bond Project
-I'he Construction Grants and Loans Section is currently in a position to approve plans and
specifications for the subject sewer extension project. The cost of this work is estimated
to be$2,000,000. 1Iowever,a Procedure 4 review of the entire project remains
outstanding.
It is our understanding that the Asheville Re6nonal Office will today be receiving a hand-
delivered copy of a non-discharge permit on behalf of the City of I-lendersonvilte. Thus,
we are formally requesting that the Asheville Regional Office conduct a Procedure 4
review and advise us of their decision as soon as possible.
If you have any questions please call me at(919)733-6900,cxt. 615.
1. 1.—

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
AUGUST 24, 1995
MGD
NOT
PROJECT WO# APPROVED MGD CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 . 06204 6-15-94 . 05454
(Cherry Branch)
General Electric _ 7137 12-21-92 .240 _ 2-10-94 . . __ 0 : _
Sugarloaf Apts . 7491 6-25-93 . 017205 5-17-94 . 017205
Bright Oaks Subd 8224 9-3-93 . 009 3-16-94 . 0069
(Country Meadows)
Carriage Park PiS3 8288 9-3-93 . 00432 3-16-94 0
Cherry Br. Sewers 8653 12-3-93 see Lake Pointe Landing -0-
(Interceptor Project)
Appleland Bus . Park 9046 4-18-94 . 022 4-16-95 . 022
Carriage Park P2S3 9479 6-30-94 . 00864 no 0
Spring Arbor 9715 8-15-94 . 0036 no . 0036
Sharon' s Crossing 9732 9-13-94 . 0096 no . 009
Blue Ridge Villas 1945 8-31-94 no add' 1 no -0-
9794
Maple Village 9836 9-30-94 . 0056 4-5-95 . 0056
Carriage Park S6 10144 11-17-94 . 01584 no . 006
Carriage Park S25 10038 11-23-94 . 01224 5-11-95 . 01224
Carriage Park S25 10040 11-23-94 . 0036 5-11-95 . 0036
Dellwood Apts . - Easter 10119 12-12-94 . 03024 no . 03024
Mountain Home Ind. Park 10120 12-7-94 . 054862 no . 054862
Saddlebrood Homes II 10536 02-28-95 . 01224 no . 00574
Upward Interchange 11044 07-17-95 . 015 NO . 015
TOTAL: . 246527 MGD

by 4
MEMO TO: CONSTRUCTION GRANTS AND LOANS SECTION
Division of ironmental Management
FROM: Forrest R. West I WQ Regional Supervisor 8 24 95
Asheville Reg' Office
SUBJECT: Procedure F ur (4)
APN CONSTRUCTION GRANTS AND LOANS
City of Hendersonville Review Engineer—Dan Blaisdell
1994 Annexation Areas
P . O. Box 1760
Hendersonville, NC 28793
Henderson County Regional Office Contact Paul R. W ite
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_/30/95
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 7_/1_/94_
Permits/SOC Limits Monthly Averaae
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
144 665 cord (including 53 , 000 clod in existing flow from Carolina
village . ) The application stated 51 920 pod for this project, but
this was based on 70 gpd per capita for residential flow and 15 cmd
per capita for commercial flow, and did not include the existing flow
from Carolina Village . The total flow was recalculated based on 360
gpd for residential lots and 25 cmd per person for commercial flow,
as required by the regulations .
domestic 100a industrial other
6) Volume from previously approved projects not yet tributary to
WWTP Estimated 246 , 527 GPD. See table on following page.
7) Regional Recommendations: APPROVAL
Subtracting the outstanding flow for previously permitted
projects from the plant capacity leaves approximately 2 . 95 mgd.
Subtracting the proposed new flows from this project and the Twin
Ponds RV Park leaves approximately 2 . 85 mgd. The average daily flow
for calendar 1994 was 2 . 80 mgd, the average daily flow for the
previous 12 months was 2 . 91 mgd, and the average daily flow for the
previous 3 months was 2 . 92 mgd. Although monthly average flows
exceeded 3 . 0 mgd for 3 of the previous 12 months, flows since June,
when a major source of I/I was repaired, have been in the range of
2 . 85 through August 17 . Therefore this project effectively utilizes
all plant capacity. It is recommended that this project be approved,
and that the City of Hendersonville be notified in the permit cover
letter that additional plant capacity or evidence of decreased flows
„ pJ will be necessary in order for addional flows to be approved.

Permit No. WQ0009479
June 30, 1994
ENGINEER'S CERTIFICATION
I, b6n 6. ZAR566Y , 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,ef49VA )%& 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 constructio h that the onstruction was observed to be built within substantial compliance and
intent of this pe rov 1 an specificatott5" rL ether supporting materials.
Signature %� s�sQsisgistation r:o. 6g
Date 8 1� _'` SEAL r :>
' 6469
The Division of Enviror n ental Management hereby
and acceptance of this Engineers
a
es receipt Cri
acl nowledg -
tification
-------- ---
_(�
.h
11995
WATER�UALITY SECTION
ASHEVILL REGIONAL OFFICE
4

t �
Permit No. WQ0010144
November 17, 1994
ENGINEER'S CERTIFICATION
I,val19 49,JLas a duly registered Professional Engineer in the State of North
Carolina having
been authorized to observe (periodically, weekly, full time) the construction of the
r
project,s 465 �ISGC. 6) , Al`06ND AIIIILLC- 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, e a proved plans and specifFations; And other supporting materials.
cn r Signature ' f e istrati n No. 20ISD
Date a 1-O g5SEkL
E s-^ 20780
d� .
fftfl[OHilllll��`
The Division of Environmental Management hereby
acceptance of this Engineers ui
acknowledges receipt and
Certif. t/ioon =
--- -xi-------------- 7 Y
----------
• V f--C�
ill
SEP - 11915
WATER QUALITY SECTION
ASHEVILL REGIONALOFFICE
3

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 and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit, P.O. Box 29535,Raleigh,NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management in accordance with North
Carolina General Statute 143-215.6A 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 no. 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 fast knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 25th day of June, 1993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C�
A. Preston a0ward, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0007491
2

Permit No.WQ0007491
June 25, 1993
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 the approved plans and specifications.
Signature Registration No.
Date
3

State of North Carolina
ASHEVILLE REG NAt SECTION
'
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street-Raleigh,North Carolina 27604
James B.Hunt,Jr.,Governor Jonathan B.Howes,Secretary
June 17, 1993
The Honorable Don Michalove,Mayor
City of Hendersonville
P.O. Box 1670
Hendersonville, N.C. 28793
Subject: Permit No. W00007709
City of Hendersonville
Warren Newell
Sewer Extension
Henderson County
Dear MayorMichalove:
In accordance with your application received March 24, 1993,we are forwarding herewith Permit
No. WQ0007709, dated June 17, 1993, 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 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, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
0 P.O.Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
p� 'An Equal Opportunity Affirmative Action Employer

One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Mr.Thomas Brittian at 9191733-5083.
Sincerely, nn
l d'IR
A. Presto Howard, Jr., P.E.
Director
cc: Henderson County Heal�h� artment
slretiilleRegional•Office
ughter,Austin &Associates

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 2,580 linear feet of 8 inch gravity sewer to serve Warren
Newell and the discharge of 5,000 GPD of collected domestic wastewater into the City of
Hendersonville's existing sewerage system, pursuant to the application received March 24, 1993, 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 apart 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. hi the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Environmental Management accompanied by an application fee,documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
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 and the approved plans and specifications. Mail the
Certification to the Permits and Engineering Unit,P.O. Box 29535,Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management in accordance with North
Carolina General Statute 143-215.6A 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 no. 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 render the facility
incapable of adequate wastewater transport such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following fast knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 17th day of June, 1993
NORTH CAROLIN,An ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Lard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0007709
2

Permit No.WQ0007709
June 17, 1993
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 the approved plans and specifications.
Signature Registration No.
Date
3

e✓RAIIo� D � U LS � L! � ._.
.o��. JLIN 2 919M
ASNEVILLE R[Gi0 AL OFOFICE
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street•Raleigh,North Carolina 27604
James B.Hunt,Jr.,Governor Jonathan B.Howes,Secretary
June 25,1993
The Honorable Don Michalove,Mayor
City of Hendersonville
125 Sixth Ave.East
Hendersonville, N.C. 28793
Subject: Permit No. WQ0007491
City of Hendersonville
Sugarloaf Apartments
Sewer Extension
Henderson County
Dear Mayor Michalove:
In accordance with your application received January 27, 1993,we are forwarding herewith Permit
No. WQ0007491, dated June 25, 1993, 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 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, P.O. Drawer 27447,
Raleigh, NC 276 1 1-7447. Unless such demands are made this permit shall be final and binding.
Regional Offices
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 - 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone]
i p An Equal Opportunity Affirmative Action Employer

L
One set of approved plans and specifications is being forwarded to you. If you need additional
• information concerning this matter,please contact Mr. Thomas Brittian at 919n33-5083.
Sincerely,
A. Presto Howard, Jr., P.E.
Director
cc: Henderson County Health Department
%lTevill0RFgton"_ffi R
Evans Engineering
x

m I ermit'No..WQ0011269
ugust 14, 1995- 1
jFNrINFFR'C (`FRTIFi(`ATi(lh
r
1, Gerard J. Ferrara, P.Fas 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, Twin Ponds R/v. Park '
Henderson County
Project Name for the
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, plans and spec cations, and other supporting materials,
Signature—
Registration No. i-12_ 4—
Date A��u. 2996
9
r o Q CII
9 o G
The Division of Water Quality hereby
acknowledges receipt and acceptance of this Engineers
7 �1 Certification on• ^"
CG
l7
--I
4

MEMO TO: STATE REVIEW GROUP 06/07/96 1
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE REVIEW 4PROPP REVIEW ENGINEER: Ray Cox p�
FROM: Forrest R. We 1, WQ REGIONAL SUPERVISOR
ASHEVILLE REG AL OFFICE
REGIONAL OFFICE CONTACT: Paul R. White-,/?w'
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0012317
PROJECT NAME: Parkview Apartments
Michael Oliphant
Housing Assistance Corporation
P.O. BOX 2057
Hendersonville, 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 04/1/95 :
Permits/SOC Limits Monthly Average SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers :
8, 640 gpd
domestic: 100; industrial: other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 . 359905 gpd. See table on following page.
7) Regional Recommendations : DENIAL
Hendersonville' s available flow capacity is allocated to previously
approved projects . ' Subtracting the outstanding flow for previously
permitted projects from the plant capacity leaves approximately 2 . 84
mgd. The average daily flow for the previous 12 months was 3 . 00 mgd.
An SOC has been signed by the city and has been submitted to the
Facility Assessment Unit for processing, which will allow some
additional flow while additional treatment facilities are being
built .
This is the same project which was submitted earlier as WQ0011645 and
returned. Mr. Oliphant and the City of Hendersonville were advised
as to the reasons for denial . A copy of a letter from Keith Webb to
Carolyn McCaskill dated May 9, 1996 requested that part of the flow
allocation previously permitted to Carolina Village be reallocated to
this project . This letter is insufficient to warrant issuance of the
permit since it is not an application from the City requesting
modification of their sewer line permit to reallocate flow, and
secondly, the current flow records referred to in the letter
conflicts with flows previously reported from Carolina Village when
flows were reported monthly under their discharge permit . It is
10 recommended that this project be denied.

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
JUNE 7, 1996
PROJECT WO # DATE DATE MGD MGD NOT
APPROVED CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 6-15-94 . 06204 . 04779
(Cherry Branch)
Carriage Park S2 2955 2-8-90 .0108 . 00705
General Electric 7137 12-21-92 2-10-94 .240 0
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
Cherry Br. Sewers 8653 12-3-93 0
see Lake Pointe Landing
(Interceptor Project)
Appleland Bus. Park 9046 4-18-94 4-16-95 . 022 .022
Carriage Park P2S3 9479 6-30-94 B-10-95 .00864 . 005703
Spring Arbor 9715 8=15-94 no . 0036 . . 00361
Sharon' s Crossing 9732 9-13-94 no .0096 . 00785
Maple Village 9836 9-30-94 4-5-95 .0056 ' -0056
Carriage Park S6 10144 11-17-94 8-10-95 .01584 .01484
Carriage Pk. S25 (P.S. ) 10038 11-23-94 5-11-95 . 01224 0
Flow in 10040 & 9479
Carriage Park S25 10040 11-23-94 5-11-95 .0036 . 00310
Dellwood Apts. - Easter 10119 12-12-94 no .03024 0
Mountain Home Ind. Park 10120 12-7-94 no . 054B62 .054862
Saddlebrook Homes II 10536 02-28-95 no . 01224 0
Upward Interchange 11044 07-17-95 NO . 015 .015
Twin Pines RV Park 11269 08-14-95 no .00732 . 00732
1994 Annex. (incl. ESBF- 08-30-95 no .144665 .077415
53, 000 gpd existing T-95-
from Car. Vil. ) 0025
Heritage Hills 11837 2-7-96 no . 0666 . 0666
TOTAL 0 .359905

e of North Carolina ,DD
Department of Environment, '1
Health and Natural Resources A4
DivisionEnvironmental Management
of n g
LT
James B. Hunt, Jr., Governor A lk
Jonathan B. Howes, Secretary E
A. Preston Howard, Jr., P.E., Director
�� 2 9 IaQF
April 25, 1996 _ _t
MR. MICHAEL OLIPHANT wRTER L�AL'@` E UN
pSHEUIII REG101JALOFFICE
HOUSING ASSISTANCE CORPORATION
PO BOX 2057
HEi Tr)ER.SONVILl,F, NORTH CAROLINA 28793
Subject: Application No.. 5ti uvir,...,.23
i,
Parkview Apts
Sewers-Private
Henderson County
Dear MR. OLIPHANT:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporth.g materials on April 19, 1996. This application has been assigned the number listed above.
Your project has been assigned to Ray Cox 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 Ray Cox at(919) 733-5083 extension 549. 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 D. cCaski11
Supervisor, fate Engineering Review Group
cc: Asheville Regional Office
Evans Engineerig, Inc.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
/ An Equal Opportunity Affirmative Action Employer

State of North Carolinr
Department Environment, Health and tural Resources
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MAYBE PHOTOCOPIED FOR USE ASiAN ORIGIMALI 1
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION: SOC Project: Yes, No.
I. Applicant's name(please specify the[tame of the municipality,corporation,individual,etc.):
Housing Assistance Corporation
2. Print Owners or Signing Official's[tame and title (the person who is legally responsible for the facility and its compliance):
Michael Oliphant, Director "
3. Mailingaddr=: .P.O. Box 2057
City: Hendersonville State: NC Zip: 28793 1
Telephone Number. ( 704 ) 692-4744
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent wit Firoje i
name on plans,spe ifications,letters of flow acceptance,Operational Agreements,etc.):
Parkview Apartments
5. Application Date: 10-10-95 6. Fee Submitted: S 400.00
6. County where project is located: Henderson
II. PERMIT INFORMATION:
1. Application No. (will be completed by DE.M ):
2. Specify whether project is: X new; modification.
3. If this application is being submitted as a result of a modification to an existing permit,please complete:
existing permit number and the issue date
4. Specify whether the applicant is public or X private.
III. INFORMATION ON WASTEWATER:
I. Nature of Wastewater. 100 %Domestic/Commercial; % Industrial;
°'o 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.: Apartments
3. Indicate any parameter(s)(and their concentration) that will be greater than normal domestic levels: N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility?
5. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please attach a copy of the
pretreatment permit. If No,when will one be issued:
FORM: GSA 04/94 Page 1 of 6

6. Volume of wastewater generated by this project: "ice fr8b 6tt--D gallons per day.
7. Explanation of how wastewater volume was determined-,2y-3-�-Apartment units @ 240 GPD/unit
• ar te». t C'.xr ew-7b 7,
IV. DESIGN INFORMATION:
1. Brief project description: 32 Apartment units
2. Name of wastewater treatment facility receiving wastewater. City of Hendersonville
a. Facility Permit Number.
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater.
%o Downstream sewer has the capacity to accept the flow from this project.
(at` c., Permit Number for sewers immediately downstream:
d Pipe diameter of sewers immediately downstream; 8"
3. Summaryof GRAVITY SEWER to be permitted,by diameter size and pipe material:
r� Diameter Length Pipe Circle C or-I Minimum Maximum Minimum Maximum Minimum
(in) (linear feet) Material N Factor & Slope(170) Slope (%a) Velocity Velocity Cover(in):
Specify I (fps) (fps)
'Value
8" 858 PVC .013 0.6 I 7.5 2.5 9 48"
NOTE:- The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter- is 6 inches.-
4. Anchors shall be provided for sewers with slopes greater than 20%. The anchor spacing shall be a maximum of. 36 feet
separation for slopes of 21%to 35%;24 feet separation for-slopes of 36%to 50%; 16 feet separation for slopes greater than
50%.
For velocities greater than 15 fps, it is strongly r=mmended 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
FORM: GSA 04/94 Page 2 'of 6

IrMcCJill
A S S O C I A T E S
May 9, 1996
Ms. Carolyn McCaskill, Supervisor
North Carolina Department of Environment,
Health and Natural Resources
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
RE: Sewer Flow Allocation
City of Hendersonville
Dear Ms. McCaskill:
On behalf of the City of Hendersonville, I am requesting that the flow allocation for one
of the approved sewer service areas in the project entitled "1994 Annexation Areas" be revised.
The proposed project consists of sewer service to eight (8) areas within the City of
Hendersonville.
One of the areas to be served is Carolina Village. This is an area consisting of a nursing
home, which is currently served by a small package plant. Flow allocation for this area was
56,834 gallons per day. Over the past nine (9) months, flow records for the plant indicate a
maximum flow of less than 46,000 gallons per day.
We therefore request that the flow allocation for the Carolina Village area be reduced to
46,000 gpd. This action will free 10,000 gpd of flow allocation for the City of Hendersonville
to be utilized in other areas.
If you have any questions, please call. F
Sincerely, f�McGILL ASISOCCIIATES, P
M. ITH WEBB, P.E.
MKW-jlj
cc: Tom Kilpatrick
Ezra Allman
Chris Carter o
Bobby Blowe q Ig96
Paul White
Forrest Westall "MON
94273.02/webb/cm09may6.doc f OFFICE
Engineering Planning • Finn- ance
McGill Associates, P.A.•P.O. Box 2259,Asheville, NC 28802 • 55 Broad Street,Asheville, NC 28801
704-252-0575 • FAX [phone]

Pe of North Carolina
epartment of Environment,
Health and Natural Resources • e
Division of Water Quality 1
James B. Hunt, Jr., Governor AMMMMEl
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 11, 1996
Honorable Fred H. Niehoff, Jr., Mayor
f1PosCity of Hendersonville Eo!endersonville
t Office Box 1670uHendersonville, North Carolina 28793-1670 1996Y SEC'iILNONAL OFFICESUBJECT: City
Approval of Addendum 1
Project No. E-SBF-T-95-0025
Dear Mayor Niehoff:
Reference is made to Addendum No. 1, received December 14, 1995, from McGill
Associates for revisions to the subject project plans and specifications. The Addendum as
described in the attachment has been reviewed by this office and is hereby approved.
The approval of this Addendum does not constitute any change in the amount of
your loan for this project.
It is the responsibility of the Recipient and the Consultant Engineer to insure that
the project plan documents are in compliance with Amended N.C.G.S. 133-3 (ratified
July 13, 1993). The administrative review and approval of Addenda does not imply
approval of restrictive specifications for bidding purposes; nor is it an authorization for
noncompetitive procurement actions.
A copy of the approved Addendum is attached for your files, and one (1) copy
retained for our files.
Construction Grants&Loans Section FAX [phone]
P.O.Box 29579,Raleigh,North Carolina 27626-0579N%f An Equal Opportunity/Affirmative Action Employer
Voice 919-733-6900 50°,6 recycles/10%post-consumer paper

- 2 -
We apologize for the delay in approving the subject Addendum, and if additional
information is needed, please contact Daniel Blaisdell of this office, at [phone].
S incerely,
��__1 2t Cecil . Madden, Jr., P.E., Supervisor
Design Management Unit
Attachment
cc: McGill Associates w/a
&- Mvffl7Rl&iona Q:ffice
Tom Fahnestock
Daniel Blaisdell
Valerie Lancaster
Don Evans
Cru
DMU
SRF

Pr94 'O �� D
- 51996
ENGINEER'S CERTIFf 4TioN WAIER
ASNEV!I PUAI y I ECTlON
as a duly registered Professional Engineer in the Staten !
Carolina,Ah�aving been authorized to observe (periodi�va�lly,, weekly, full time) the construction of the
I� O"2),A,lJ �ko':i .J_/S�W S-1 fti�l4'C_+-rtEK
project, S 4 ti I-rLv� Sfrt yrf.+ F�/J f 1—� ;szz �Lr�? 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 at the con tructio as obse ed to be built within substantial compliance and
intent of this permit, the proved s a ecific s, and other supporting materials.
Signature Registration No.
Date — —
ti
� n'
The Division of Water Quality hereby r p ^
acknowledges receipt andacceptance of this Engineers la4 S
Certification
p C

Rrth Carolina
artment of En vironment,,
PHealth and Natural Resources `� 0
Division of Environmental Management
James B. Hunt, Jr., Governor A fir
v Jonathan B. Howes, Secretary [D E H N F11
1� A. Preston Howard, Jr., P.E., Director
June 21, 1996
U.Gordan Myers 44 24/
Vice President of Real Estate6 �1
Ingles Market,Inc. ASHEVLR UAI/
P.O. Box 6626
Asheville,North Carolina 28816 oFFi�£
Subject: Permit Return =
Application No. WQ0012416 15%�01nti.._
Ingles Market, Inc.
Ingles Market,Hendersonville
Sewer Extension
Henderson County
Dear Mr.Myers:
On May 16, 1996, the Division of Environmental Management received your permit application for
the subject sewer extension. During your telephone conversation with Carolyn McCaskill on June 17,
1996, you were informed that the City of Hendersonville's Wastewater Treatment Plant had no excess
capacity,therefore,the Division could not approve your application. You then concurred with a return of
the application.
The City of Hendersonville's Wastewater Treatment Facility has an NPDES permit for the
treatment and discharge of 3.2 MGD of wastewater. The average daily flow over the previous 12 months
has been 2.91 MGD, with 3 of those months having an average daily flow of over 3.2 MGD. Currently,
an estimated 334,733 GPD has been permitted, yet not made tributary,to the subject wastewater treatment
facility. This, along with the current average daily flow, exceeds the capacity of the subject wastewater
treatment plant. The Division can not approve any additional flow to be made tributary to a wastewater
treatment plant that it can not adequately treat. In order for the City of Hendersonville to receive additional
flow approval,additional plant capacity,evidence of decreased flows, or a Special Order of Consent
(SOC) will be necessary.
Please be advised, constriction of these sewers without the appropriate permit may subject you to
enforcement actions,of up to$10,000 per day per violation,in accordance with North.Carolina General
Statute 143-215.6.
Once the City of Hendersonville has received approval of one of the aforementioned alternatives
and additional capacity has been made available in the wastewater treatment facility, you may resubmit a
permit application package and a permit processing fee for Division review.
P.O.Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
3 � 9 � P
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Your application and supporting documents are being returned with this package. Please be
advised,the flow calculated for this project should be revised to reflect minimum wastewater rates
established in 15A NCAC 2H .0219 (1). If you have any questions on this matter, please contact Mr.
Andy Oakley at [phone], extension 533.
Sincerely, (� �/� l� /�� nn
�. C CLML
A. Prest Howard, Jr., . E.
cc: tlshe_ville_R_egional=Office,Wafer Quality
Permit File WQ0012416
Robertson/Loia/Roof, P.C.

MEMO TO: STATE REVIEW GROUP 05/31/96
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE REVIEW GROUP R VIEW ENGINEER: Andy Oakley
FROM: Forrest R. We t Q REGIONAL SUPERVISOR
ASHEVILLE REG FICE
REGIONAL OFFIC ACT: Paul R. White
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0012416
PROJECT NAME: INGLES MARKETS, INC.
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. : NC0025534 Expiration Date: 9/30/00
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 04/1/95 :
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
6, 900 gpd
domestic: 1001; industrial: other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 . 359905 gpd. See table on following page .
7) Regional Recommendations: DENIAL
Hendersonville' s available flow capacity is allocated to previously
approved projects . Subtracting the outstanding flow for previously
permitted projects from the plant capacity leaves approximately 2 . 84
mgd. The average daily flow for the previous 12 months was 3 . 00 mgd.
An SOC has been signed by the city and has been submitted to the
Facility Assessment Unit for processing, which will allow some
additional flow while additional treatment facilities are being
built .
It is recommended that this project be denied until the SOC or
additional treatment capacity is in place .

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
MAY 30, 1996
PROJECT WO # DATE DATE MGD MGD NOT
APPROVED CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 6-15-94 . 06204 . 04779
(Cherry Branch)
Carriage 'Park S2 2955 2-8-90 .0108 .00705
General Electric 7137 12-21-92 2-10-94 .240 0
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
Cherry Br. Sewers 8653 12-3-93 0
see Lake Pointe Landing
(Interceptor Project)
Appleland Bus. Park 90.46 4-18-94 4-16-95 .022 .022
Carriage Park P2S3 9479 6-30-94. 8-10-95 .00864 .0057.03
Spring Arbor 9715 8-15-94 no . 0036 . 0036
Sharon's Crossing '9732 9-13-94 no .0096 . 00785
Maple Village 9836 9-30-94 4-5-95 .0056 .0056
Carriage Park S6 10144 11-17-94 B-10-95 . 01584 . 01484
Carriage Pk. S25 (P.S. ) 10038 11-23-94 5-11-95 . 01224 0
Flow in 10040 & 9479
Carriage Park S25 10040 11-23-94 5-11-95 . 0036 . 00310
Dellwood Apts. - Easter 10119 12-12-94 no . 03024 0
Mountain Home Ind. Park 10120 12-7-94 no . 054862 .054862
Saddlebrook Homes II 10536 02-28-95 no . 01224 0
Upward Interchange 11044 07-17-95 NO .015 .015
Twin Pines RV Park 11269 08-14-95 no . 00732 . 00732
1994 Annex. (incl. ESBF- 08-30-95 no .144665 . 077415
53, 000 gpd existing T-95-
from Car. Vil. ) 0025
Heritage Hills 11837 2-7-96 no . 0666• . 0666
TOTAL 0.359905

ate of North Carolina
Department of Environment,
I AHealth and Natural Resources
V Division of Environmental Management A
James B. Hunt, Jr., Governor
J nathan B. Howes, Secretary ® C H F1
. Preston Howard, Jr., P.E., Director
May 17, 1996 EMAY711q96
MR. ROBERT P. INGLE p
INGLES MARKETS, INC. WATER
REGIONAL TIONOFFICE
PO BOX 6626
4SHF.VTLLE. NORTH CAROLINA 28816
Subject: Application No. WQe0i214i6
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 May 16, 1996. This application has been assigned the number listed above.
Your project has been assigned to Andy Oakley for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional
information.
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.
Sincerely, /���p��
sg// _` "
Carolyn 111cCaskill
Supervisor, State Engineering Review Group
cc: Asheville Regional Office VVV
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 Nort,Z Carolina
Department of EnTiro=eat. Ee3Itit and Natnra3 Resourcas
Ditsion -of En:ironmental Management
Nor,DL,c: --ic Lauccn
("=LrS FOF..yt'rI9T BE F AG=GCOPIED FOR USE AS:'_N OPJC-,WI—r l
I. G^t�:�,3L INFOR.I�AiiDN: -
1_ ;riiicanr�i name(pie=sue'+the acme af r:c,^�aiiry,caz;cIr-on-individuaL w^):
Ingles Markets, Inc.-
- Gvm;or SizPinz Gffi..::i's aame and a!--!We,^roo-who is:e_�y�;�asaia�,X-Ir aJ z3d
Robert 'P. Ingle,' C ii*man of the Board
S. Yz }zddr=- P. 0. Box 6626 .
C;r. Asheville - NCME. "2881fi
ie caeNamber (' 704 ) 669-2941 _
^e=Naa (piece sr =r ue a3me ai ae� ivuva �caq,Cr=.cot vhm=7 - a—uouid 7e L:
of Low==P=„�
. Ingles Market, Hendersonville, NC
_ vfica on Dare: - O1
-
6. r�eS),,n a .SAr00 -,
6- Guar/A(iti��)e">-'n'TM . Henderson -s _
r_ PFILNITT PiFOWNIATION:: rn
1_ ; iicrian o_ (c+itl oc��ai *ay 7x�f}: `�l l )� `��1 l g =r M e
SRy X
=+
aPolicaIIca is tcag s¢ii d'as a-,=k ai a ir.ple=^die~
�=s ugmantanE�= N/A- and the dam
?. Soe;tpwnetireaBDlieat - Inca X p
III. iNFaRMAmolY ON WASSSSPATm-m•.
L Namrr af-v2sL m= - 100 ��Dyya��e��:i�G/mmer-:.ai a
2 �e3se=mride a arse p<raa ward dew.vacs sriyiag-the o mgm of the-4asmw= saciz sLooL su6civig� a iaL
C=MM=CiZL iadagtiai;z==c= Caimercial Retail.
3_ icF3=aaY7ammc=(S)(mid d====doa)tr r-,nU ides =mnomal3amesocie7el&
1500 Gal Greasetrap
4. fft�ascesvat�>s aot dames>ie maa>ar wcaziege:,ac-�^^��• *,iias= -
- - _ pmvidrS m eas-,as prot�iea of me-.�:riQE
ara;sge ciaeiiip4 ` N/A. -
5_'' ffa�es¢��eaataImsanc3ciissuc'?c' " Y� No= ffyC,pl�tsea>�tac,_ivat�
of 'u b t: y t r a s G. 1♦ i Aa,
- -'"«r r
-.
'..-

6. vainme f wastes,�-Y by isa;e� 6,900
r..L asoc`f.
7• of haw w`�-,%=voi=e was 1/1 Oth the gross sq. footage of
60,DOO .s_f. Ingles and (3) 3,000 s.f. future retail buildings on each of the
three outlots.
IY_ DESiG'{ LNFOR-MA170.4.
491 L.F. of 8" diameter PVC sanitary line to collect waste-
Water generated from the -Inales store and (3) outlots to tie into existing
manhole on Hwy. 64. r 1
Yame cf t=Hrf-m_-=wj�r m Hendersonville waste water
isvPacicNnm+- NCO025534
mpaid.0.ice r.ara:=..r Gf his
ab itv is�to
Current flows provided by Henderson County inicate 16,160 GPD. The data .
evaluated 'indicates the ability to accept waste water.
c __:*i�i 'c z i , p r-terry er zsmnnr NCO025534
d. _'...diaa,=C S-cr�-�smw+i--o:Y dawns-== � -8" diameter
�. jluuu.="f OZ SCSVC v'CE Cry di^mr••—Sui3aQ:'SC.. .1 ..
Lzry-a Cum C OrMiZd=U= l fa:t na= -
�JIi�ulLaI3IIa--mam ?�]II1mIIII -
�m) (lir"-ram ) rye I aaoe +eEDCLY yeiarr C.Nercm) _
vaime I Chi
491 PVC 10.013'_ I 0.4 L : 0.4 I 2 . I 2 I -'120
426 - I PVC 10.013• I 0.6- I 0.6 -I 2 I - -2 I 40
I o nli'
I 3 I 78
YOT� The< miaim m velccity must anc be!less thin z figs. 4
_ For public sewers the minimum diameter is S m as
F9r prisate sewers the miaimma diameter is 6 inches`
*
4.. A=c sh'ai1 to pmvidei a SZ'we:z wvh siacez Vie=tlmn 20 ?a. Tne aa�ot saaa3 sbaII beamasim�D a=_6 ic:
acca yr sic=ar_IS m=5%;24 Ed= -ca-fcrzfi ex oc=6%m_(p;16 =s inr sluars� tt�
z'' es maaLms.leis=cney=at==dCjt5azlit= me�a•ix side.�ciwhsiWu7 tttsesvesami
fmiesi�a¢osierFave?oc�esgxzso�ttiaa20.fps• "nnc==imc_mosam�Ee ..
F��Y.r"--mve siaoes c�a d�azwul«��any scsrcime��ecs,w6azm�lmse bci zat�m�a�
dxese9erPipe�dmaacoIer N/A
4 - l r'F rt •` 61 f r v..Y.p F.+.t T <
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6- - e:.•z line sect ac. two
d mmlaole no. one
7- T� A^=e a'%m=,'c�LLz yre aaiiitn-z c _s lend? X ?_' Ne. :==;w=:=c:: er,±S
`-i- i�L,nl e�sri�a i r c e�nr.ad 5-_s;,mrjr m ccn to�aaa�c,
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Na. if ym.WME mew=
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Minimum cover is 10 feet.
a• • W��drag IDeZGOIE3 aie ptov:t'2d wne r Y:se;2caoricas P-.—�_ N/A - _ -
-
10_ ra y(bY maniple *re tics =„��tp-a—=irye dxm ccm==cn^- N/A
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sstanave dte 100- Ioad r_'rradaa(�widbe azaian on Mans):_Yc_Na
14. 9(bY zaanhale z>z>mceJ rh manboIet dtatate verxed N/A
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HENDERSOm M LAND DEV FAH' NO. 170A897^F'3 F. ud
COMM15SIONERS
pa4yor
ehoffP,Ir• - Diane Caldwell
CITY OF HENDERSONVILLE Dan McGraw
Barbara Volk
mavor Pro-Tem T.I.ee Osborne
Chris A. Carter "7'be City of Four Seasons"
City Manager Barbara Volk
Tammie K.Hill WATER AND SEWER DEPARni LENT
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 ApplicatioP(s) 2P 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.
The System Development Charge (SDC) rates are' under review at
this time. The appropriate 'SDC fee will be quoted, upon request,
just prior to the service becoming active.
Thisapplicant 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_.Cans.ent Order. The• appl.icant_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
697-3063.
Sincerely,
Eia Allman, Acting Director
Water and Sewer Department
CITY OF HENDERSONVILLE
cc: Ruth Ballard, BL151n0ae office
Brenda Case, Business office
Sam Fore:, Engineering, with application
- - Pboae(709)697-3GG3
P.0.Box 1760 _ 318 Fourth Avenue East Facsimile(704)697-1707
Hendersoriville,NC 28793

P,PPPAll HENDERGnu 00 LAND DEU FAX N0, 17046"'"i33 P. 02
'P
HENDERSON COUNTY
UTrLITIES DEPARTMENT,..
101 EAST ALLEN STREET
HENDERSONVILLE, N.C. 28792
PHONE [phone]
FAX [phone]
May 13; 1996
Mr. Casey Druden
Robertson/Loia/Roof
Architects and Engineers
5780 Peachtree Dunwoody Road
Atlanta, Georgia 30342
rn n
Re: Project No. 94284
lhgie's Markets, Inc. u ?'
Sewer Service Request
Dear Mr. Druden: zr
Y=
The City of Hendersonville has approved treatment of the 6,900 G.P.D. of
wastewater from the proposed Ingle's Markets, Inc.
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
f necessary Building Permits.
If you have any questions or need additional information, please call.
Sincerely,
Doyle Freeman ,
Utilities Department
Attachment

q AMcGM
June 25, 1996 2 6
WANAM At Y, [Ci1CiV
OFfICE
Ms. Carolyn McCaskill, Supervisor
North Carolina Department of Environment,
Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street
Raleigh, North Carolina 27611
RE: City of Hendersonville
Sewer Flow Allocation
Dear Carolyn:
I am attaching for your review, flow data for the Carolina Village area in the City of
Hendersonville. On May 9, 19961 had submitted a request to reduce the flow allocation for
Carolina Village from 56,834 gpd to 46,000 gpd. The enclosed data shows water
consumption for Carolina village over the past 37 months. During the past 13 month period
the average daily flow was 41,013 gpd.
The Carolina Village package WWTP was taken off line around March, 1995 at which
time flow meter records at the WWTP ceased. All flow is now currently being pumped to the
City of Hendersonville sewer system.
I trust this information will enable you to complete the review of our request and
approve as submitted. If I need to submit additional data, please let me know.
Sincerely,
McGILL ASSOCIATES, P.A.
IrJCjjj
M. KEITH WEBB, P.E.
MKW/drj
Enclosure
cc: Tom Kilpatrick
Paul White
96206.00/webb/cm26jun6.doe
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.•Y.O. Box 2259,Asheville, NC 28802 • 55 Broad Street,Asheville,NC 28801
704-252-0575 • FAX [phone]

Pppp�
E�Eps COMMISSIONERS
rl JPH. Niehoff,Jr. Diane Caldwell
Mayor
Barbara Volk CITY OF HENDERSONVILLE Dan McGraw
Mayor Pro-Tem
Chris A. Carter "The City of Four Seasons" T.Lee Osborne
City Manager
Tammie K.Hill Barbara Volk
City Clerk WATER AND SEWER DEPARTMENT
"at your service"71�
D May 29, 1996
Mr. Keith Webb JMcGill Associates, P.A.P.O. Box 2259Asheville, N.C. 28802 NATASHFV
Re: Annexation Area Sewers
Carolina Village
Dear Keith:
Attached is the information requested by Carolyn McCaskill
regarding Carolina Village.
This information consists of 37 months of water consumption
history for the 13 water meters serving Carolina Village.
Carolina Village began receiving City sewer service in May, 1995.
The average daily use has been 41, 013 gpd for the 13 month
period.
I trust this is everything you need to continue processing this
request. If not, or if you have any questions, please contact me
at 697-3063 .
Thanks,
Tom Kilpatrick
Special Projects Coordinator
Water & Sewer Department
CITY OF HENDERSONVILLE
cc: project file
P. 0.Box 1760 Phone[phone]
Hendersonville, NC 28793 318 Fourth Avenue East Facsimile(704)697-1707

Carolina Village
Water Consumption Records (gals./month)
Acct.# Acct.# Acct.# Acct.# Acct.# Acct.# Acct.# Acct.# Acct.# Acct.# Acct.# Acct.# Acct.# TOTAL AVERAGE
704301 704501 704601 704801 1655801 1655901 1656101 1656201 1656301 1656401 1659301 1659401 1659501 qalsJnnon. qpd
May'96 32,800 37,500 1,003,000 10,700 30,900 11,100 17,000 17,900 10,400 15,900 12,900 9.800 16,200 1,226,100 39.552
Apr 31,700 36,000 1,051,000 11,000 14,100 12,400 17,800 11,600 10,500 13,900- 11,100 10,000 16,500 1,247,600 41,587
Mar 26,400 29.200 784,000 8,600 9,800 7,900 10,800 7,400 7,700 9,200 7,400 7,800 9,500 925,700 29,861
Feb 38,000 42,300 1,023.900 9,200 13,400 10.300 10,100 70 10,700 13,800 8,000 10,100 13,500 1.203,370 41,496
Jan 38,600 39,200 1,101,800 12,000 15,200 15,000 20,000 11,500 11,600 15,600 10,000 11,400 14,200 1,316,100 42,455
Dec'95 28,500 42,400 1,019.900 9,600 10,600 10,100 15,700 7,100 8,900 11,700 9,600 9.200 11.500 1,194,800 38,542
Nov 25,100 34,200 1,117.200 11,200 12,500 14,300 14,500 13,200 15,500 15,600 8,500 9.400 13,200 1,304,400 43.480
Oct 29,400 31,200 1,191,000 10,300 9,400 10,800 15,800 10,900 11.300 16,800 10,600 11,600 13,900 1,373,000 44,290
Sep 50,700 35,700 1,132,400 12,000 25,700 19,400 17,600 19,000 15,700 15,800 14,900 11,600 21,800 1,392,300 46,410
Aug 25,500 37,600 974,400 11,800 19,400 17,300 13,900 12,800 13,100 13,200 12,200 9,800 16,800 1,177,800 37,994
Jul 23,200 32,600' 992,300 11,600 12,500 12,400 15,700 12,500 34.000 13,100 11,000 10,200 16,800 1,197,900 38.642
Jun 33,300 46,600 1,200,200 12,600 22,700 18,500 17,500 19,700 13,700 21,400 12,400 11,400 25,400 1,455,400 48.513
May 34,000 29,200 1,028,800 11,800 13,600 12,100 16,100 13,300 14,300 28,400 14,300 11,000 23,800 1,250,700 40.345
Apr 41,800 33,200 1,161,400 10,800 32,500 16,800 18,300 22,200 22,300 28,200 21,400 23,700 29.600 1,462,200 48,740
Mar 31,100 23,000 925,300 8,500 11,200 9,300 6,700 6,900 8.700 9,300 8,000 9,100 11,500 1,068,600 34,471
Feb 36,600 30,700 1,032,200 11,300 13,100 10,600 5,800 6,900 10,400 11,500 9,000 9.800 12,700 1,200,600 42,879
Jan 36,500 71.800 1,076,500 12,400 13,800 10,700 11,500 8,300 11,200 11,200 10,100 10,100 14,000 1,298,100 41,874
Dec'94 33,900 26,100 1,023,500 10,200 12.400 12.900 13,800 9.600 9,500 8,900 10,800 10,400 12,300 1,194,300 38,526
Nov 36,700 24,900 966,200 10,100 11,600 12,000 12,600 11,500 10,900 7.300 6,600 13,000 12,100 1,135,500 37,850
Oct 42,500 27,800 1.072.100 8.500 13,200 13,700 12,000 11,800 11,200 11,500 8,500 10.700 14,000 1,257.500 40,565
Sep 47,000 31,000 1,086,600 8,400 11,500 12,800 16,900 10,400 11,300 12,200 9,200 10,700 13,100 1,281,100 42,703
Aug 45,000 27,000 1,059,900 7,900 10,600 10,400 18,700 11,000 8,800 11,400 8,300 10,200 13,000 1,242,200 40,071
Jul 45,000 33,800 1,059,900 8,000 21,000 17,300 15,700 12,500 17,300 14.700 9.300 9,800 23,700 1,288,000 41,548
Jun 55,100 40,500 1,133.200 7,700 40.200 28,500 20,200 14,500 19,900 19.700 11,300 18,100 29,400 1,438,300 47,943
May 43,500 28;300 983,400 7,600 23,400 11,200 23,600 34,200 12,000 13,800 9,200 14,300 33,000 1,237,500 39,919
Apr 49,300 26,000 1,103,200 10,500 16,100 14.900 14,900 8,600 11,300 11,700 9,100 10,400 14,400 1,300,400 43,347
Mar 28,400 23,000 894.400 10,200 11,200 7,900 3,300 5,900 9,200 8,600 7,300 8,500 11,200 1,029,100 33,197

Feb 33,000 27,300 1,462,700 6,200 10,300 11,100 3,200 6,500 11,200 11,700 12,700 8,300 11,000 1,615,200 57,686
Jan 44,400 31,600 1,028,000 12,900 12,800 14,000 14,500 11,500 10,600 12,500 12,100 10,300 13,600 1,228,800 39,639
Dec'93 39,800 28,500 1.015,500 12,200 8,900 11,400 13,300 9,600 9,700 10,800 11,000 9,900 12,500 1,193,100 38,487
Nov 60,900 44,400 1,070,300 15,900 31,100 25,100 18,900 19,400 13,700 19,000 16,500 12,400 18,300 1,365,900 45,530
Oct 70,700 43,300 1,100,900 14,000 13,000 19,000 21,600 18,400 16,100 22,400 17,400 10,100 17,200 1,384,100 44,648
Sep 62,700 37,400 1,175,600 14,800 31,400 27,000 15,900 15,800 15,200 14,600 12,600 9,200 17,600 1,449,800 48,327
Aug 68,200 34,800 955,400 16,000 34,100 30,200 20,900 22,900 25,900 19,700 17,800 21,300 26,900 1,294,100 41,745
Jul 78,700 60,000 1,036,300 19,000 54,300 30,900 22,400 25,600 23,100 21,000 13,400 9,700 40,100 1,434,500 46,274
Jun 50,300 42,600 982,700 16,400 20,500 16,600 18,800 16,200 10,900 13,300 15,900 9,700 28,100 1,242,000 41,400
May 39,300 31,400 972,800 14,800 8,200 12,500 12,800 13,100 10,000 10,300 10,300 8,600 23,100 1,167,200 37,652
OVERALLAVERAGE= 41,843
Average daily consumption (13 months) since going on City sewer = 41,013 gpd

- - - -- --------- =-- - -- ---- - ---- --- --- --------------------- - ---- - --- - ---- ---- - - -
---------------------
IIIILITIF.S HATER SERVICE HISTORY REPORT RUTL109W
85-28-96 PAGE I
---------------
ACCOUNT NUMBER: 704301
CUSTOMFR: INC, CAROLINA-VILLAGE
ADDRESS: 412 LAKEWOOD RD
DEGR-DAYS
CYCLE.: 33 READ DATE. CODE. READING CONSUMPTION CONS ADd HEAT COOL
ROUTE: 1 65-16-96 9RA 118008 328
SF.O: 3569 04-1646 98 118400 317
83-I5-9h 9RA 118163 264
METER NBR: 22659381 02-2046 9RA 117899 380
MFIE.R TYPE.: 10 01-19-96 9RA 117519 386
INSTALL. DATE.: 12-15-95 9RA 117133 205
11-16-95 9RA 116848 261
PRF.V WINTER AVG: 10-IR-95 9RA 116507 294
CUkR WINTER AVG: 09-15-95 9RA 1162.93 507
PREV SUMMER AVG: 08-15-95 9RA I15786 255
C.UkR SUMMER AVG: 97-18-95 9RA 115531 232
06-17-95 9RA 115297 333
AVFRAGF CONSUMP: 32.4.6 05-15-95 9RA 114966 349
04-18-95 9RA 114626 418
03-17-95 9RA 114200 311
02.-17-95 9RA 113897 366
01-17-95 9RA 113531 365
12-15-74 9RA 113146 339
11-14-94 9RA 112827 367
18-18-94 90 112460 425
89-16-94 9RA 112035 470
09-15-94 9RA 111565 450
07-15-94 90 111115 450
96-t6-94 9RA 118665 551
05-16-94 90 119114 435
04-18-94 9RA 199679 493
83-16-94 9RA 109186 2B4
02-17-94 98 108992 338
81-17-94 F. 190572. 444
12-16-93 9RA 108128 198
11-16-91 90 197730 609
10-1543 9RA 1D7121 787
09-IS-93 90 106414 627
08-12.-93 9RA 1857R7 482
07-15-93 9RA 165105 787
06-16-93 9RA 184318 593
05-18-93 9RA 191815 393
OPEN SERVICE ORDERS:
CLSD SERVICE ORDERS:

UTILITIES RATFR SERVICE HISTORY REPORT RUTLI89U
05-20-96 PAGE 1
ACCOUNT NUMBER: 784501
CUSTOMER: INC. CAROLINA-VILLAGE
ADDRESS: 413 LAKEUOOD RD
DEGR-DAYS
CYCLE. 33 READ DATE. CODE READING CONSUMPTION CONS ADJ HEAT COOL
ROUTE: 1 05-16-96 9RA 85575 375
SF.O: 3570 04-16-96 90 85205 365
03-15-96 9RA 8484E 292
METER NBR: 12599456 02-2B-96 9RA 8454B 423
METER TYPE.: 0 01-19-96 9RA 84125 392
INSTALL DATE: 12-15-95 9RA 83733 424
11-16-95 9RA 83309 342
PREY WINTER AVG: 10-18-95 9RA 82967 312
CURR HINTER AVG: 09-15-95 9RA 82.655 357
PREV SUMMER AVG: 08-15-95 9RA B2298 376
CURR SUMMER AVG: 07-IB-95 9RA 81922 326
06-19-95 9RA 81596 466
AVERAGE CONSUNP: 371.1 05-15-95 9RA 81130 292
94-IB-75 9RA 8983E 332
03-17-95 9RA 86566 230
02-17-95 9RA 89276 307
01-17-95 9RA 79969 718
12-15-94 9RA 79251 261
11-16-94 9RA 78990 249
10-19-94 96 70741 278
09-16-94 9RA 70463 310
00-15-94 9RA 70153 270
07-15-94 90 77883 338
06-16-94 9RA 77545 405
05-16-94 90 77149 283
04-18-94 9RA 76057 265
03-16-94 9RA 76597 230
02-17-94 90 76367 273
01-17-94 E 76974 316
12-16-93 9RA 75778 285
11-16-93 90 75493 444
19-15-93 9RA 75049 433
09-15-93 90 74616 374
08-12-93 9RA 74242 340
07-15-93 90 73874 600
06-16-93 9RA 73294 426
05-18-93 ?RA 72868 314
OPEN SERVICE ORDERS:
CLSD SERVICE ORDERS:

III 11.ITIES-------------------------------------------WATER SERVICE NISTDRY REPORT--------------------------------------------RUTL109W
85-7.B-96 PAGE I
ACCOUNT NUMBER: 794661
CUSTOMER: INCH CAROLINA-VILLAGE
ADDRESS: 413 LAKEWOOD RD
DEGR-DRYS
CYCLE: 33 READ DATE. CODE READING DIAL 2 CONSUMPTION CONS ADJ HEAT COOL
ROUTE: 1 05-16-96 90 433322 19798 10039
SE.B: 3580 94-16-96 90 424440 18650 10510
03-15-96 9RA 415171 17409 7840
METER NDR: M294333 02-20-96 90 498281 16459 10239
METER TYPE: 20 01-19-96 90 399323 15170 11018
INSTALL DATF: 05-16-06 12-15-95 9RA 309690 13793 10199
11-16-95 90 300523 12761 11172
PRE.V WINTER AVG: 10-1845 9RA 370765 11847 11910
CIIRR WINTER AVG: 09-15-95 90 359394 10808 11324
PREV SUMMER AVG: 08-15-95 9RA 349206 9592 9744
CIIRR SUMMER AVG: 07-18-95 9RA 340535 8599 9923
06-19-95 9RA 331657 7552 12002
AVERAGE CONSUMP: 19939.4 05-15-95 90 320876 6333 10288
84-18-95 9RA 311532 5389 11614
03-1745 9RA 301619 4288 9253
02-17-95 90 292020 3226 18322
01-17-95 9RA 283677 2655 10765
12-19-94 9RA 274237 730 10235
11-16-94 9RA 265122 99610 9662
10-18-94 98 256600 98479 18721
09-16-94 9RA 247004 77265 18866
08-15-94 9RA 237396 96907 18599
07-15-94 90 227979 94914 10599
06-16-94 9RA 219395 93090 11332
05-16-94 90 298169 92784 9834
04-18-94 90 199381 91738 11032
03-16-94 9RA 189615 99472 8744
02-17-94 90 IBI567 B9576 14627
01-17-94 E 169698 86908 18280
12-16-93 9RA 164468 86998 10155
11-16-93 90 155533 05638 10703
10-15-93 9RA 146989 84439 11009
09-15-93 90 136148 03361 11756
08-12-93 9RA 125637 82116 9554
07-15-93 90 117652 81147 10363
06-16-93 9RA 107791 80135 9827
05-10-93 9RA 98097 79110 972E
OPEN SERVICE ORDERS;
CLSD SERVICE ORDERS:

UTII.ITIES WATER SERVICE HISTORY REPORT RUTLI69N
05-28-96 PAGE I
ACCOUNT NUMBER: 794BBI
CUSTOMER: INC.! CAROLINA-VILLAGE
ADDRESS: LAKEWOOD RD
DEGR-DAYS
CYCLE: 33 READ DATE CODE READING CONSUMPTION CONS ADJ NEAT COOL
ROUTE: 1 05-16-96 9RA 2624R 187
SEE. 1490 04-16-96 90 26141 110
03-15-96 9RA 24031 86
METER HER: 789833 02-20-96 9RA 25945 92
METER TYPE: 3 01-19-96 9RA 25953 120
INSTALL DATE: 12-15-95 9RA 25733 96
11-16-95 9D 25637 112
PRF.V UINTER AVG: 10-18-91 9RA 29525 193
CIIRR WINTER AVG: 09-15-95 9RA 25422 129
PREV SUMMER AVG: 08-15-95 9RA 25362 118
CIIRR SUMMER AVG: 87-18-95 9RA 25184 116
06-19-95 90 25060 126
AVERAGE CONSUMP: 196.7 05-15-95 90 24942 118
04-18-95 98 24824 108
83-17-95 9RA 24716 BS
02-17-95 9RA 2.4631 113
01-17-95 9RA 24510 124
12-15-94 9RA 24394 102
11-16-94 9RA 24292 101
19-IB-94 90 24191 85
09-16-94 9RA 24106 04
08-15-94 9RA 24022 79
07-15-94 90 23943 80
06-16-94 9RA 23863 77
05-16-94 90 23786 76
04-18-94 9RA 23719 t05
03-16-94 90 23699 192
02-17-94 90 2.3503 62
01-17-94 E 23441 129
12-16-93 9RA 23312 122
11-16-93 90 23199 159
18-15-93 9RA 73031 140
09-15-93 90 22891 14B
08-12-93 9RA 22743 160
07-15-93 90 22503 199
06-16-93 9RA 22393 164
05-10-93 9RA 22229 149
OPEN SERVICE ORDERS:
CLSD SF.RVJC.F ORDERS:

11T)LITIES PATER SERVICE HISTORY REPORT RUTLI09Y
B5-28-96 PAGE 1
ACCOUNT NUMBER: 1655891
CUSTOMER: INC, CAROLINA-VILLAGE
ADDRESS: CAROLINA VILLAGE RD -CLSTRI-3
DEGR-DAYS
CYCLE. 33 READ DATE. CO➢E READING CONSUMPTION CONS ADJ HEAT COOL
ROUTE: 1 05-16-96 9RA 7629 309
SEO: 7790 04-16-96 90 7320 141
03-15-96 9RA 7179 98
METER NBR: 72634863 82-20-96 9RA 7981 134
METER TYPE: 5 01-19-96 9RA 6947 152
INSTALL DATE: 89-15-92. 12-15-95 9RA 6795 196
11-16-95 9RA 6689 125
PREY MINTER AVG: 10-18-95 9RA 6564 94
CIIRR MINTER AVG: 09-I5-95 9RA 6479 257
PREY SUMMER AVG: 08-15-95 9RA 6213 194
CIIRR SUMMER AVE: 07-I8-95 9RA 6019 125
86-19-95 9RA 5094 227
AVERAGE CONSUMP: 274.9 05-15-95 9RA 5667 136
04-IR-95 9RA 5531 325
03-17-95 9RA . 5296 112
82-17-95 9RA 5994 131
01-17-95 9RA 4763 13B
12-15-94 9RA 4825 124
11-16-94 9RA 4701 116
10-19-94 90 4585 132
09-16-94 9RA 4453 115
08-15-94 9RA 4338 196
07-15-94 9A 4232 218
06-16-94 9RA 4022 492
05-16-94 90 3629 234
04-I0-94 9RA 3386 161
03-16-94 9RA 3225 112
82-17-94 99 3113 193
01-17-94 E 3810 128
12-16-93 9RA 28B7. 89
11-16-93 90 2793 311
10-15-93 9RA 2482 130 _
09-15-91 90 2352 314
08-12-93 9RA 2038 341
07-15-93 90 1697 543
86-16-93 9RA 1154 205
05-1B-93 9RA 949 B2
OPEN SERVICE ORDERS:
CLSD SERVICE ORDERS:

UTILITIES WATER SERVICE HISTORY REPORT RUTLI09U
05-20-96 PAGE 1
ACCOUNT NUMBER: 1655901
CUSTOMER: INCH CAROLINA-VILLAGE
ADDRESS: CAROLINA VILLAGE RD - C4-6
DEGR-DAYS
CYCLE: 33 READ DATE. CODE. READING CONSUMPTION CONS ADJ HEAT COOL
ROUTE: 1 05-16-96 9RA 6323 111
SEQ. 7775 04-16-96 98 6212 124
03-15-96 9RA 6098 79
METER HER: 72634859 02-21-96 9RA 6009 103
HFTER TYPF: 5 01-19-96 90 5906 150
INSTALL DATE. 09-15-92 12-15-95 9RA 57.56 111
11-16-95 9RA 5455 143
PREV WINTER AVG: 10-I9-95 9RA 5512 108
CI1BR WINTER AVG: 09-15-95 9RA 5404 194
PREV SUMMER AVr- 08-15-95 9RA 5210 173
CI1RR SUMMER AVG: 07-18-95 9RA 5037 124
06-19-95 9RA 4913 185
AVERAGE C•ONSUMP: 112.1 05-15-99 9RA 4728 121
04-18-95 9RA 4697 168
03-17-95 9RA 4439 93
02-17-95 9RA 4346 116
01-17-95 9RA 4249 197
12-15-94 9RA 4133 129
11-16-94 9RA 4994 120
10-IB-94 90 3884 137
09-16-94 9RA 3747 120
8B-15-94 9RA 3619 104
07-15-94 90 3519 173
06-16-94 9RA 3342 285
05-16-94 98 3957 112
94-18-94 9RA 2945 149
03-16-94 9RA 2796 79
02-17-94 90 2717 111
01-17-94 E 2606 140
12-16-93 9RA 7..466 114
11-16-93 90 2352 251
10-15-91 9RA 2101 190
09-15-93 90 1911 270
08-12-93 9RA 1641 302
07-15-93 90 1339 309
86-16-73 9RA 1931 166
05-IG-93 9RA 864 125
OPEN SERVICE ORDERS:
CLS➢ SERVICE ORDERS:

IITILITTES UATE.R SERVICE HISTORY REPORT RUTLI89U
05-28-96 PAGE I
ACCOUNT NUMBER: 1656101
CUSTOMER: INC, CAROLIHA-VILLAGE
ADDRESS: CAROLIHA VILLAGE RD -CLSTR16-18
DEGR-DAYS
CYCLE. 33 READ DATE. CODE READING CONSUMPTION CONS ADJ HEAT COOL
ROUTE: 1 05-16-96 IRA 5958 170
SE.O: 7015 94-16-96 90 5798 170
03-15-96 IRA 5610 198
METER HBR: 90994691 02-29-96 IRA 5502 IM1
METER TYPE: 5 01-19-96 IRA 5401 260
INSTALL DATE: 09-21-92 12-15-91 IRA 5201 157
11-16-95 IRA 5944 145
PREY HINTER AVG: 10-18-95 IRA 4899 158
CIIRR HINTER AVG: 09-15-95 IRA 4741 176
PREY SUMMER AVG: 08-15-95 IRA 4565 139
CIIRR SUMMER AVG: 07-10-95 IRA 4426 157
06-1945 IRA 4269 175
AVERAGE COASUMP: 16B.9 05-15-95 IRA 4094 161
04-IR-95 IRA 3933 163
B3-17-95 IRA 3759 67
02-17-95 IRA 3683 58
01-17-95 IRA 3625 115
12-15-94 IRA 3510 138
11-16-94 IRA 3372 126
10-18-94 90 3246 .120
09-16-94 IRA 3126 169
08-15-94 IRA 2957 187
07-15-94 90 2770 157
06-16-94 IRA 2.613 202
05-16-94 96 2411 236
04-18-94 IRA 2175 149
03-16-94 IRA 2926 33
02-17-94 90 1993 32
9I-17-94 E 1961 145
12-16-93 IRA 1916 133
11-16-93 98 1681 189
10-15-93 IRA 1494 216
09-15-93 98 1278 159
08-12-93 IRA 1119 289
07-15-93 90 919 224
06-16-93 IRA 686 188
65-IP-93 IRA 498 128
OPEN SERVICE ORDERS:
CLSD SERVICE ORDERS:

UTILITIES WATER SERVICE HISTORY REPORT RUTLI199
05-28-96 PAGE 1
ACCOUNT NUMBER: 1656201
CUSTOMER: INC, CAROLINA-VILLAGE
ADDRESS: CAROLINA VILLAGE RD -CLSTR25-27
DEGR-DAYS
CYCLE.: 33 READ DATE. CODE READING CDNSUMPTInN CONS ADJ NEAT COOL
ROUTE: 1 05-16-96 9RA 5943 179
SEW: 7805 04-16-96 90 5664 116
03-15-96 9RA 5549 74
METER NBR: 9/994693 82-2046 9RA 5474 70
METER TYPE.: 5 01-19-96 9RA 5484 115
INSTALL DATE: 09-21-92 12-15-95 9RA 5209 71
11-16-95 9RA 5218 132 .
PREY WINTER AVG: 10-18-99 9RA 5006 199
CURB WINTER AVG: 09-15-95 9RA 4977 196.
PREY SUMMER AVG. 08-15-95 9RA 4787 128
CURB SUMMER AVG: 97-18-95 9RA 4659 125
06-19-95 9RA 4534 197
AVERAGE CONSUMP: 164.7 05-15-95 9RA 4337 133
04-10-95 9RA 4204 222
03-17-95 9RA 3982 69
02-17-95 9RA 3913 69
01-17-95 9RA 3844 83
12-15-94 9RA 3761 96
11-16-94 9RA 3665 115
iB-10-94 90 3550 118
09-16-94 9RA 3432 194
BB-15-94 9RA 3328 111
07-15-94 90 3218 125
06-16-94 9RA 3093 145
05-I6-94 96 2948 342
04-IB-94 9RA 2606 86
03-16-94 9RA 2520 59
02-17-94 90 2461 65
01-1744 E 7396 115
12-I6-93 9RA 2281 96
11-16-93 90 2185 194
I0-15-93 9RA 1991 184
09-15-93 90 1807 158
08-12-93 9RA 1649 7.29
07-15-93 98 1426 256
06-1643 9RA 1164 162
05-18-93 9RA 1902 131
OPEN SERVICE ORDERS:
CLSD SERVICE ORDERS:

UTILITIES WATER SERVICE HISTORY REPORT RUTLI89W
05-28-96 PAGE 1
ACCOUNT NUMBER: 1656301
CUSTOMER. INC, CAROLINA-VILLAGE
ADDRESS: CAROLINA VILLAGE RD - P,22-24
DEGR-DAYS
CYCLE: 33 READ DATE CODE READING CONSUMPTION CONS ADJ HEAT COOL
ROUTE: 1 05-16-96 9RA 546E 104
BED: 70BO 04-16-96 90 5364 105
03-15-96 9RA 5259 77
METER NBR: 90994692 02-20-96 9RA 5182 107
METER TYPE: 5 01-19-96 9RA 5075 J16
INSTALL DATE.: 09-21-92 12-I5-95 9RA 4959 69
I1-16-95 9RA 4879 155
PREV WINTER AVG: 10-18-95 9RA 4715 113
CURR WINTER AVG: 09-I5-95 9RA 4692 157
PREV SUMMER AVG: 08-I5-95 90 4653 131
CURR SUMMER AVG: 87-18-95 9RA 4522 340 -209
06-19-95 9RA 4102 137
AVERAGE CONSUMP: 193.3 05-15-95 9RA 4045 143
04-18-75 9RA 3902 223
83-17-95 9RA 3679 87
02-17-95 9RA 3592 194
01-17-95 9RA 3408 112
12-15-94 9RA 3376 95
11-16-94 9RA 3281 199
10-18-94 90 3172 112
89-16-94 9RA 3069 113
08-15-94 9RA 2947 88
87-15-94 98 2859 173
06-16-94 9RA 2686 199
05-16-94 90 2487 120
84-18-94 9RA 2367 113
83-16-94 9RA 2254 92
02-17-94 90 2162 112
01-17-94 E 2059 106
12-16-93 9RA 1944 97
11-16-93 90 1847 137
10-15-93 9RA 1719 161
09-15-93 90 1549 152
08-12-93 9RA 1397 259
87-15-93 90 1138 731
06-16-93 9RA 907 109
85-19-93 9RA 798 190
OPEN SERVICE ORDERS:
C1SD SERVICE ORDERS: 16509

----------------------
UTILITIFS RATER SERVICE HISTORY REPORT RUTLI99N
05-2B-96 PAGE 1
ACCOUNT NUMBER: 1656401
CUSTOMER: INCH CAROLINA-VILLAGE
ADDRESS: CAROLINA VILLAGE, RD -CLSTRI9-21
➢EGR-DAYS
CYCLE.: 33 READ DATE CODE READING CONSUMPTION CONS ADJ HEAT COOL
ROUTE: 1 05-16-96 9RA 5937 159
SED: 7821 04-16-96 90 5778 139
03-15-96 9RA 5639 92
METER HBR: 90994694 02-20-96 9RA 5547 138
METER TYPE: 5 01-19-96 9RA 5409 156
INSTALL DATE: 09-21-92 12-15-95 9RA 5253 117
11-16-95 9RA 5136 156
PREY UIHTER AVG: 10-1845 9RA 4980 168
CURR HINTER AVG: 09-15-95 9RA 4812 15B
PREY SUMMER AVG: 08-15-95 9RA 4654 132
CURR SUMMER AVG: 07-18-95 9RA 4522 131
06-19-95 9RA 4391 214
AVERAGE CONSUMP: 153.5 05-15-95 9RA 4177 284
04-18-95 9RA 3B93 282
03-17-15 9RA 3611 93
02-17-95 9RA 3510 115
01-17-95 9RA 3403 112
12-15-74 9RA 3291 89
11-16-94 9RA 3202 73
10-18-94 90 3129 115
09-16-94 9RA 3014 122
08-15-94 9RA 2892 114
07-15-94 90 2778 147
06-16-94 9RA 2631 197
05-16-94 90 2434 13B
04-18-94 9RA 2296 117
03-16-94 9RA 2179 96
02-17-94 90 2093 117
01-17-94 E 1976 125
12-16-93 9RA 1051 108
11-16-93 90 1743 196
10-1543 9RA 1553 224
09-15-93 90 1329 146
08-12-93 9RA 1183 197
07-15-93 90 906 210
06-1643 9RA 776 133
05-I8-93 9RA 643 103
OPEN SERVICE ORDERS:
CLSD SERVICE ORDERS:

------------------------------------------------------------------------------------------------------------------------------------
UTILITIES WATER SERVICE HISTORY REPORT RUTLI09W
95-2.8-96 PAGE 1
ACCOUNT NUMBER: 1659301
CUSTOMER: INC, CAROLINA-VILLAGE
ADDRESS: 600 CARDLINA VILLAGE RD
DEGR-DAYS
CYCLE: 33 READ DATE CODE READING CONSUMPTION CONS ADJ HEAT COOL
ROUTE: 1 05-1646 9RA 4713 129
BED: 7995 04-16-96 90 4584 111
03-15-96 9RA 4473 74
METER NOR: 72634861 02-20-96 9RA 4399 88
METER TYPE: 5 01-19-96 9RA 4119 100
INSTALL DATE: 10-16-92 12-15-95 9RA 4219 96
11-16-95 9RA 4123 85
PREY WINTER AVG: I6-18-95 9RA 4938 106
CURR WINTER AVG: 09-15-95 9RA 3932 149
PREY SUMMER AVG: 08-15-95 9RA 37B3 122
CURR SUMMER AVG: 07-18-95 ?RA 3661 110
06-19-95 9RA 3551 124
AVERAGE COHSUMP: 124.9 05-15-95 9RA 3427 143
04-18-95 9RA 3284 214
03-17-95 9RA 3070 80
02-17-95 9RA 2179 90
01-17-95 9RA 2900 191
12-15-94 9RA 2799 108
11-16-94 9RA 2691 66
I9-IB-94 9B 262.5 85
09-16-94 9RA 2540 92
08-15-94 9RA 2.448 83
07-15-94 90 2365 93
06-16-94 9RA 2272 113
05-16-94 90 2159 92
04-18-94 9RA 2067 91
03-16-94 9RA 1976 73
02-17-94 90 1903 127
01-17-94 E 1776 121
12-16-93 9RA 1655 116
11-16-93 90 1545 165
10-15-93 9RA 1380 174
89-15-93 90 1296 126
08-12-93 9RA 10R0 178
07-15-93 90 902 134
B6-16-93 9RA 768 159
05-IB-93 9RA 609 103
OPEN SERVICE ORDERS:
CLSD SERVICE ORDERS:

UT]LITIES WATER SERVICE HISTORY REPORT RUTLI099
05-28-96 PAGE I
ACCOUNT NUMBER: 1659491
CUSTOMER: INC, CAROLIHA-VILLAGE
ADDRESS: 600 CAROLINA VILLAGE RD
DEGR-DAYS
CYCLE: 33 READ DATE CODE READING CONSUMPTION CONS ADJ HEAT COOL
ROUTE: 1 85-16-96 9RA 4435 98
SF.O: 7804 04-16-96 90 4337 too
03-15-96 9RA 4237 78
METER MDR: 92634B58 02-29-96 9RA 4159 191
METER TYPE: 5 01-19-96 9RA 4959 114
INSTALL DATE: 10-16-92 12-15-95 9RA 3944 92
11-16-95 9RA 3852 94
PREV WINTER AVG: 10-I8-95 9RA 3758 116
CURR WINTER AVG: 09-15-95 9RA 3642 116
PREV SUMMER AVG: 08-15-95 9RA 3526 98
CURR SUMMER AVG: 07-18-95 9RA 3428 192
06-19-95 9RA 3326 114
AVERAGE CONSUMP: 97.7 05-15-95 9RA 3212 110
04-18-95 9RA 3102 237
03-17-95 9RA 2865 91
02-17-95 9RA 2774 98
01-17-95 9RA 2676 lot
12-15-94 9RA 2575 lo4
11-16-94 9RA 2471 130
10-18-94 96 2341 107
09-16-94 9RA 2234 107
08-15-94 9RA 2127 192
07-15-94 90 2025 98
06-16-94 9RA 1927 IB1
05-16-94 90 1746 143
04-18-94 9RA 1603 104
03-16-94 9RA 1499 85
02-17-94 90 1414 83
01-17-94 E 1331 193
12-16-93 9RA 1228 99
11-16-93 90 1129 124
19-15-93 9RA loos 1B1
09-15-93 90 904 92.
08-12-93 9RA B12 213
07-15-93 90 599 97
06-16-93 9RA 502 97
05-18-93 9RA 405 86
OPEN SERVICE ORDERS:
CLSD SERVICE. ORDERS:

pppppp,
UTILITIES PATER SERVICE HISTORY REPORT RUTL109Y
05-28-96 PAGE 1
ACCOUNT NUMBER: 1659501
CUSTOMER: INCH CAROLINA-VILLAI.E
ADDRESS: 609 CAROLINA VILLAGE RD
DEGR-DAYS
CYCLE: 33 READ DATE CODE READING CONSUMPTION CONS ADJ HEAT COOL
RRUTE: 1 05-16-96 IRA 726E 162
SEO: 7910 04-16-96 90 7078 165
03-I5-96 IRA 6933 95
METER HER: 92634660 02-20-96 IRA 6838 135
METER TYPE: 5 01-19-96 IRA 6703 142
INSTALL DATE: 10-16-92 12-15-95 IRA 6561 115
11-16-95 IRA 6446 132
PREV HINTER AVG: 10-19-95 IRA 6314 139
CUkR HINTER AVG: 09-15-95 IRA 6175 218
PREV SUMMER AVG: 68-15-95 IRA 5957 16B
CURR SUMMER AVG: 87-18-95 IRA 5789 168
06-19-95 IRA 5621 254
AVERAGE CONSUMP: 160.1 05-15-95 90 5367 23B
04-IB-95 IRA 5129 296
03-17-95 IRA 4833 115
02-17-95 9RA 4718 127
01-17-95 IRA 4591 140
12-15-94 IRA 4451 123
11-16-94 IRA 4328 121
10-18-94 90 4287 149
09-16-94 IRA 4967 131
88-IS-94 IRA 3936 139
07-15-94 90 3906 237
06-16-94 IRA 3569 294
85-16-94 98 3275 331
04-19-94 IRA 2945 144
83-16-94 IRA 2901 112
02-17-94 90 2689 110
01-17-94 E 2579 136
12-16-73 IRA 2443 125
11-16-93 90 231E 183
10-15-93 IRA 2135 172
09-15-93 90 1963 176
08-12-93 IRA 1787 269
17-15-93 90 1510 401
06-16-93 IRA 1117 291
05-18-93 IRA 836 231
OPEN SERVICE ORDERS:
CLRD SERVICE ORDERS:

HAC
HOUSING ASSISTANCE CORPORATION' '`
P.O. BOX 2057
Hendersonville, NC 28793 Telephone [phone]
August 19, 1996
Nann B. Guthrie
NC DEHNR
59 Woodfin Place
Asheville,NC 28801
Dear Ms. Guthrie,
As you know, Housing Assistance Corporation plans to build the 32 unit Parkview
Apartments on Glover Street near Jackson Park. These apartments will provide affordable
rental housing to 32 families including eight elderly households. We received the sewer
treatment allocation from the city in November, 1994. Construction has been held up
since October, 1995 while we wait for the sewer permit from the state.
This delay has been costly to us and further delays could cause us to lose the funding for
the development.
The City of Hendersonville signed the Special Order by Consent (S.O.C.) and public
notice was advertised on July 3, 1996. The public comment period ended on August 3,
1996 and this document should have been signed by the state today. The state has now
delayed the signing of the S.O.C. at the request of the City of Hendersonville.
Please do what you can to see that the S.O.C. is signed and the permit for our sewer line is
issued immediately.
Thank you very much. Please call me if you have questions.
Sincerely,
Mike Oliphant, Executive Director

Of North Carolina
epartment of Environment,
Health and Natural Resources `
��D 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
August 15, 1996
Mr. Tom Kilpatrick D D
Special Projects Coordinator City of Hendersonville Al IG 16 1996
Post Office Box 1760
Hendersonville, North Carolina 28793 WATER IIALITYSECTION
Subject: Re "oE1v���ed`641Y�Alt�� s
City of Hendersonville
Permit No. WQ0011473
1994 Annexation Areas
Henderson County
Dear Mr. Kilpatrick:
This is in reference to a letter dated June 25, 1996 from McGill Associates on your behalf, for the
reduction of wastewater flow allocated to the Hendersonville Wastewater Treatment Plant for Permit No.
WQ0011473.
The subject letter is insufficient to warrant issuance of a permit modification, since no request from
the City requesting modification of their sewer line permit to reallocate flow was submitted, and no permit
modification fee was included. Another letter was submitted dated May 9, 1996 by this engineering firm
on your behalf requesting this same reduction. No supporting information including the request by the
City or the fee was included at that time, and a verbal request for this information was made. Supporting
calculations were submitted,but the request is still considered incomplete. For the flow reallocation to be
reviewed, an application for permit modification from the City, a modification fee, and twelve months of
flow data must be submitted of the Division of Water Quality's Permits and Engineering Unit by the City
of Hendersonville.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerely,
Carolyn Caskill, Supervisor
State Engineering Review Group
cc: hev' eglR'Ron O ice ate•.u" eetioti
McGill Associates, P.A., Mr. M. Keith Webb, 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

August 19, 1996
p\1G ������CF r� •�
F�F�N 4p OFF:
JAMES S. ERWIN, JR
MUD CREEK W&S DIST-UPWARD INT
100 N. KING STREET PS
HENDERSONVILLE, NC 28792
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0011044
MUD CREEK W&S DIST-UPWARD INT
HENDERSON COUNTY
Dear Permittee:
On July 17, 1995 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 your consulting engineer for this project, LAUGHTER,
AUSTIN & ASSOC at [phone]. If the facility has not been constructed,
please contact the Asheville Regional Office at [phone], so that they can
update their records.

Thank you for your prompt attention to this matter.
Sincerely,
07- 0
arolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
Asheville Regional Office

Post-it"Fax No
7671 Date #of
To pages
` F om
PP
PO TO: STATE REVIEW GROUP Co./Dept. C .
DIVISION OF ENVIRONMENTAL Mi Phone n #
STATE REVIEW GROUP FREW E] Fax# Fax
FROM: Forrest R. West 1
ASHEVILLE REGION CEREGIONAL OFFICE : Paul R. White
SUBJECT: PROCEDURE FOUR 4)
APN: WQ0012317
PROJECT NAME: Parkview Apartments
Michael Oliphant
Housing Assistance Corporation
P.O. BOX 2057
Hendersonville, 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 06/1/95 :
Permits/SOC Limits , Monthly Avera e SEE ATTACHED
5) Quantity and type Of wastewater from proposed sewers:
8, 640 gpd
domestic: 100% industrial:
other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 . 362395 gpd. See table on following page.
7) Regional Recommendations: APPROVAL, CONTINGENT UPON ISSUANCE OF THE
SOC FOR THE CITY OF HENDERSONVILLE.
This project was originally submitted as WQ0011645 and returned. It
was resubmitted on April 19, 1996 . It was again recommended that it
be denied in a P4 dated June 7, 1996, due to insufficient capacity at
the City of Hendersonville' s WWTP. Hendersonville' s available flow
capacity is allocated to previously approved projects . Subtracting
the outstanding flow for previously permitted projects from the plant
capacity leaves approximately 2 . 84 mgd. The average daily flow for
the previous 12 months was 2 . 96 mgd. However, an SOC has been signed
by the City and has been submitted to the Facility Assessment Unit
for processing, which will allow some additional flow while
additional treatment facilities are being built . It is understood
from Mr. Mike Lewandowski of the Facilities Assessment Unit that the
SOC has been sent through the public notice process and that the SOC
should be signed by the Director the week of August 19, 1996.
Therefore, it is recommended that this project be approved as soon as
the SOC is issued.

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
AUGUST 6, 1996
PROJECT WO It DATE DATE MGD MGD NOT
APPROVED CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 6-15-94 . 06204 . 04779
(Cherry Branch)
Carriage Park S2 2955 2-8-90 . 0108 . 00705
General Electric 7137 12-21-92 2-10-94 _240 0
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
Cherry Br. Sewers 8653 12-3-93 0
see Lake Pointe Landing
(Interceptor Project)
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 . 01359
Carriage Pk. S25 (P.S. ) 10038 11-23-94 5-11-95 . 01224 0
Flow in 10040 & •9479
Carriage Park S25 10040 11-23-94 5-11-95 . 0036 . 00310
Dellwood Apts. - Easter 10119 12-12-94 no . 03024 0
Mountain Home Ind. Park 10120 12-7-94 no 054862 . 054862
Saddlebrook Homes II 10536 02-28-95 no . 01224 . 00474
Upward Interchange 11044 07-17-95 NO . 015 . 015
Twin Pines RV Park 11269 08-14-95 no . 00732 .00732
1994 Annex. (incl. ESBF- 08-30-95 no .144665 . 077415
53, 000 gpd existing T-95-
from Car. Vil. ) 0025
Heritage Hills 11837 2-7-96 no . 0666 .0666
TOTAL
0 .362395

GKEX_88/MP O81061!
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE
PERMIT--NC0025534 PIPE--001 REPORT PERIOD : 9507-9606 LOC---E
FACILITY--HENDERSONVILLE WWTP, CITY OF DESIGN FLOW-- 3 . 2000 CLASS-
LOCATION--HENDERSONVILLE REGION/COUNTY--01 HENDERSON
50050 00310 00530 00610 31616 50060 00300 TGP31
MONTH Q/MGD BOD RES/TSS NH3+NH4- FEC COLI CHLORINE DO CERI7DPI
LIMIT F 3 . 2000 F 30 . 00 F 30. 0 NOL F 200 . 0 NOL NOL
95/07 2 . 8583 17 . 42 20. 0 . 72 3 . 6 742 . 500 6 . 14
LIMIT F 3 . 2000 F 30 . 00 F 30. 0 NOL F 200 . 0 NOL NOL NOI
95/08 2 . 8990 19 . 66 12 . 4 . 81 20 . 7 615 . 217 6 . 00 1
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
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 . 95
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
AVERAGE 2 . 9822 19 . 36 15 . 7 1 . 47 6 . 3 590 . 884 7 . 01 1
MAXIMUM 4 . 9000 105 . 00 182 . 0 7 . 70 1710 . 0 1830 . 000 10 . 20 1
MINIMUM 2 . 0700 1 . 00 1 . 0 . 10 1 . 0 110 . 000 3 . 90 1
UNIT MGD MG/L MG/L MG/L #/100ML UG/L MG/L PASS/FAI

GKEX88/MP 08106/9.
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
PERMIT--NC0025534 PIPE--001 REPORT PERIOD: 9507-9606 LOC---E
FACILITY--HENDERSONVILLE WWTP, CITY OF DESIGN FLOW-- 3 . 2000 CLASS--4
LOCATION--HENDERSONVILLE REGION/COUNTY--01 HENDERSON
00010 00400 00600 00665 00720 •00951 01002 01027
MONTH TEMP PH TOTAL N PHOS-TOT CYANIDE FLUORIDE ARSENIC CADMIUM
LIMIT NOL 9 . 0 6 . 0 NOL NOL
95/07 21 . 65 7 . 2-6 . 4 13 . 7500 . 000 . 000 1 . 0000
LIMIT NOL 9 . 0 6 . 0 NOL NOL NOL NOL
95/08 22 . 56 7 . 5-6 . 7 4 . 070 3 . 7000 16 . 333.3 . 000 . 000 6 . 8333
95/09 20 . 75 7 . 4-6 . 7 . 000 . 000 1 . 0000
95/10 17 . 72 7 . 3-6 . 6 14 . 2000 . 0000
95/11 14 . 05 7 . 3-6 . 5 17 . 300 2 . 9000 5 . 0000 . 0000
95/12 11 . 05 7 . 2-6 . 3 3 . 7500 . 0000
96/01 9 . 04 7 . 2-6 . 4 12 . 2000 . 0000
96/02 9 . 47 7 . 2-6 . 8 13 . 000 2 . 0000 7 . 2500 . 2500
96/03 10 . 38 7 . 3-6 . 9 16 . 0000 2 . 4000
36/04 12 . 66 7 . 2-6 . 5 3 . 0000 . 0000
36/05 16 . 63 7 . 3-6 . 8 11 . 900 1 . 7800 2 . 0000 14 . 5000
AVERAGE 15 . 08 11 .,567 2 . 5950 9 . 3483 . 000 . 000 2 . 3621
4AXIMUM 24 . 00 7 . 500 17 . 300 3 ..7000 71 . 0000 39 . 0000
4INIMUM 4 . 00 6 . 300 4 . 070 1 . 7800 2 . 0000
JNIT DEG.0 SU MG/L MG/L UG/L MG%L MG/L UG/LL

�KEX88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT 08/06/S
PAGE
PERMIT--NC0025534 PIPE--001 REPORT PERIOD : 9507-9606 LOC---E
FACILITY--HENDERSONVILLE WWTP, CITY OF DESIGN FLOW-- 3 . 2000 CLASS-
LOCATION--HENDERSONVILLE REGION/COUNTY--01 HENDERSON
01034 01042 01045 01051 01067 01077 01092 01105
MONTH CHROMIUM COPPER IRON LEAD NICKEL SILVER ZINC ALUMINUM
LIMIT NOL NOL NOL NOL NOL
95/07 5 . 5000 . 0440 1 . 9700 . 0000 . 0000 . 0000 . 1690 467 . 3333
LIMIT NOL NOL NOL NOL NOL
95/08 8 . 1666 . 0100 . 1620 . 0000 . 0000 . 0000 . 0785 213 . 2000
95/09 . 0000 . 0220 . 0000 . 0000 . 0000 . 0820 210 . 5000
95/10 . 0000 . 0140 . 0000 . 0710 350 . 4000
95/11 . 0000 . 0000 . 0000 . 0470 242 . 3333
95/12 . 0000 . 0170 . 0000 . 0000 139 . 7500
LIMIT NOL NOL NOL NOL NOL NOL NOL
96/01 . 0640 . 2390 261 . 0000
96/02 . 0000 . 0000 . 0000 . 0590 310 . 0000
96/03 . 0060 . 0000 . 0500 166 . 0000
96/04 . 0000 . 0535 175 . 5000
96/05 . 0000 . 0000 . 0000 . 1390 416 . 0000
AVERAGE 1 . 7083 . 0160 1 . 0660 . 0000 . 0000 . 0000 . 0898 268 . 3651
MAXIMUM 49 . 0000 . 0640 1 . 9700 . 2390 619 . 0000
MINIMUM . 0140 . 1530 _ . 2380 619 . 0000
UNIT UG/L MG/L MG/L UG/L MG/L MG/L MG/L UG/L

GKEX88/MP 08/06/9
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 4
PERMIT--NC0025534 PIPE--001 REPORT PERIOD : 9507-9606 LOC---E
FACILITY--HENDERSONVILLE WWTP, CITY OF DESIGN FLOW-- 3 . 2000 CLASS--4
LOCATION--HENDERSONVILLE REGION/COUNTY--01 HENDERSON
71900
MONTH MERCURY
LIMIT
95/07 . 2000
LIMIT
95/08 . 2000
95/09 . 5500
95/10 1 . 2800
95/11 . 6750
95/12 . 5250
96/01 1 . 3400
96/02 1 . 7500
36/03 1 . 0400
36/04 . 00.00
36/05 . 1125
WERAGE . 6975
1AXIMUM 3 . 9000
4INIMUM . 2000
WIT UG/L

e of North Carolina
Department of Environment, `
Health and Natural Resources .�
Division of Environmental Management
James B. Hunt, Jr., Governor C)EH N F1
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
April26, 1996
MR ROBERT P INGLE
INGLES MARKETS, INC.
PO BOX 6626 Subject: Return of Incomplete Application
ASHESVILLE, NORTH CAROLINA 28816 Ingles Market
Sewers-Private
Henderson County
Dear MR INGLE:
In accordance with Division policy, the enclosed application package, which was received on April
23, 1996, is being returned as incomplete.The following checked items are lacking:
-Two sets of plans/specifications signed and sealed by an N.C. Professional Engineer.
-Five sets of plans/specifications signed and sealed by an N.C. Professional Engineer.
-Two copies of all required supporting materials.
-Appropriately completed and signed application form plus one copy.
-Letter from current permit holder requesting name change.
-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.
-Operational Agreement for sewers owned by individual residents, a homeowners
association, or a developer.
-Permit application processing fee of$400.
-Subsurface evaluation/soil scientist's report for surface and subsurface waste disposal
permits, including loading rate calculations.
-Waste analyses and Toxicity Characteristic Leachate Procedure (TCLP) Analysis.
-Other Items:
**On the application, IV.2(a),(b),(c) &(d) must be completed. A flow acceptance letter
must also be provided with the submittal.
Please submit with one additional copy of the application.
After all required sulmittal information has been obtained, the completed A k C. tiolackage,
resubmitted in accordance with the submittal instructions included on the ap 1"i'e ion�or ftB�.,nr' o
submit all originally submitted information(and copies) along with the requi ed'a1dit`" at' ormation.
If you have any questions,please contact Michael Allen at(919) 733-5083, e t. 549..E
cc: het . Region_ Qf-ce, Sincerely,
obs ertsIL
oia/Roof, P.C.
SERG Return File �r�w
arolyn Mc kill, Supervisor
State Enaineerinc�Review Group
Pollution Prevention Pays
P.O.,Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

April 19, 1996
v PQR Z S���oE�E
�P�GONP�0
JAMES S. ERWN, JR.
MUD CREEK W&S DIST-NAPLES ARE PS _
100 N. KING ST
HENDERSONVILLE, NC 28792
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0010753
MUD CREEK W&S DIST-NAPLES ARE
HENDERSON COUNTY
Dear Permittee:
On March 27, 1995 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 thait 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, HENDON
ENGINEERING 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

State of North Carc.,, ,a
/Department of Environment,
Health and Natural Resources `` •
Division of Environmental Management
James B.%Hunt, Jr., Governor
Jonathan B. Howes, Secretary 1D E H N FR
A. Preston Howard, Jr., P.E., Director
March 18, 1996 6 Q \
Mr. Christopher A. Carter, City Manager t M. nuP}fir
City of Hendersonville
Post Office Box 1760
Hendersonville,North Carolina 28793
SUBJECT: Part B & Contract Documents
Project Number E-SBF-T-95-0025
Hendersonville,North Carolina
Dear Mr. Carter: rg'r
This will acknowledge receipt of the Part B and supporting documents for subject project.
The Part B has been reviewed and the project costs are accepted as follows:
TOTAL ELIGIBLE
Construction $2,095,293 $2,017,600
Contingency
Engineering 139,500 0
Total $2.234.793 *$2.017.600
(*Limited to Loan Amount)
This project will be limited to the State Bond Loan Amount of$2,017,600. This office
will transmit a copy of the approved Part B to the Local Government Commission in order for
them to prepare a debt instrument.
Once the town has executed and returned the prepared promissory note this office may
disburse the loan funds upon receipt of the site certificates. Enclosed for your use is a payment
request form which should be completed in duplicate with attached documentation.
Construction Grants&Loans Section �7I �� FAX [phone]
P.O. Box 29579,Raleigh, North Carolina 27626-0579 I ,�� An Equal Opportunity Affirmative Action Employer
Voice 919-733-6900 L �RRRIII 50%recycled/10%post-consumer paper

Mr. Christopher A. Carter, City Manager
March 18, 1996
Page 2
The contract documents for subject project are hereby approved.
you.hav ve any questions,please contact this office at(919) 715-6216.
P7f? �
U9f ° Sincerely,
f
Don Evans, Supervisor
State Revolving Loan & Grant Program
DE/kc
Enclosure
cc: Tom Kilpatrick
McGill Associates
1e e on O c .
Valerie Lancaster
SBF

Permit No. wQO01O536
February 28, 1995
FNCINFER'G C:FRTIFICATION
1, WWPas a duly registered Professional Engineer in the State of North
- Carolina, having been authorized to observe�(periodically, �) the construction of the
project,�b�-e5pqe- �Om V K� ? ����� ty 1-n y for the
Project Name Location
Permittee hereby, to that, to the best of my abilities, due care and diligence was (ised in the observation
of the construe ' n h that th construction was.observed to be built within substantial the
and
intent of this a ov p an specifications, and other supporting materials.
uw _
p
Si nature = CA, - —Registration No -
-
Date c SEA
6469.
ental Managen�t he veers
t ana acceptance or this @nth
,fie 17lvision of 6n`nro�
Wledg rece1p 10tlon
es
ackno
C
� IA N 2 51996 s . y
1'JAiER Q� — GALL
AS.FVILL REGIONALO�I ICE
4

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(PHIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other):
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):
3. Mailing Address: PC, B9X /7&D
City:801DCI601AIIIIE State: NC zip: 28793
Telephone No.: (7/04 )&7- 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.):
5. Application Date: 9-12' 6. Fee Submitted:
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*; modifidation.
*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 IV IA and issue date
4. Specify whether the applicant is X public or private.
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXT LION &PUMP STATION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: )09 %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.:
R6512GV774L 511BD1 y151ON
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: / o/UC
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
NIA
5. Volume of wastewater generated by this project: gallons per day
6. Explanation of how wastewater volume was determined:
a1Y17Z!5 63el-X,316�C GPD)
IV. DESIGN INFORMATION:
1. Brief project descripdon: 8' GVLLEC-7VR5C—A)EK5 — 727 LF;
GcIC-3� UFTST/�77UN- CA/E L,,?LGX- e3 080 GPD
2. Name of wastewater treatment facility receiving wastewater: C-ITY OF
H6-iwoL5oIV111LLC
a. Facility permit no.: NC0025:53y"
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: .2W/tISTRC�1/LI 6-0—LL—C7T SEGVC�S
2of10

GRAVITY SEWER EX1__ -SION &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: Ai
Dia. Length Pipe C 010 Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope% Slope % Velocity (fps) Vel.(fps) Cover(in)
5' 727' )RIC 0013 �0,97 Jb77 a 1427CO Cam"
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 °lo. 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: 266 linear feet.
6. This sewer line segment occurs between manhole no. 3 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?
9. Outside drop manholes are provided where invert separations exceed: 2,5 feet.
10. Identify (by manhole number) those manholes that have drop connections:--
3 of 10

GRAVITY SEWER EXTL ON &PUMP STATION
PAGE 4 (4/91)
11. Maximum allowable infilt mtion/cxfiltration test rate: 200 GPD/pipe dia. in./milt. '
Note: Must not exceed-100'GPD/pipe dia. in./mile.
12. Minimum separation distances as shown on the plans or addressed ht the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? ,Z Yes _No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? X Yes —No
cJ. 10 ft. horizontal separation from water mains or 18.in. vertical
separation (water over sewer) or ferrous pipe' specified? X. Yes, _No
13. Are manholes subject to flooding? _Yes No
14. If yes, are manhole rim elevations I foot above 100-year flood level, MA Yes _ No
(100 year flood elevation should be indicated on plans)
15. Or arc manholes watertight and'vented 1 foot above the 100-year
flood elevation ( should be shown on plans): /U/AYcs — No
16. Identify (by manhole number) those manholes that are vented:
17. Does this project involve any strcamcrossings?_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:
4 of 10

GRAVITY SEWER E3 JSION &PUMP STATION
PAGE 5 of 10 (4/91)
V. PUMP STATION INFORMATION
1. Pump Station No.: ONEU (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: 59J7-A11t1 CR J
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:
ND l
5. What size pumps are provided? 75 LEP(GIz/N/JO2� SL GPM
6. How many pumps are provided? 2 aCH
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? 2 cycles per hour
10. Check if provided at pump station: �D
Alternate Power Source
Wet Well Vented with Screen
Fillets in Wet Well
Check Valves and Gate Valves
Security Fencing
Lockable Wet Well Cover
Area Light
110V Electrical Convenience Outlet y'
Flood/Buoyancy Protection AID
High Water Alarm . YE5_Audible and Visual NU Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Ma'te/rial Elevation Elevation Velocity(fps) Vel.(fps) Cover(in)
Tf )e
12. Are air release valves provided at all high points al o 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?4 yes —no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows. VE QCI,577NG 1XJVA1677eC,,1 l L/FF- 6T7�77041
RJNP57'D771EaZg11/Ty-56W6R �5X5TC1n164,Ql7CITY/5 ADCIgd,,YTE.

GRAVITY SEWER EXTE._ON &PUMP STATION
PAGE 6 (4/91)
FTO: 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: t9elTrAIAI M�—�
Classification (as established by the Environmental Management Commission): C
Proposed Classification,if applicable: 9/0
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 I 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): 07y flj A/9V,,052 /V l/////_
2. Name and Complete Address of Engineering Firm: 411a" (!9 41 �y
AesDc1�1TC�, p�, !6 /� fCUILLEI�r�Y
City:l�QV1�C` SD/1/VI LLE State: AIC_ Zip: 287312
Telephone No. (76v�) 097- 733�-k
3. Project Name: ( 'AIM/VC7C— P'91?& -SCAT1i9N Z5
4. Pump station design flow: GPD; 19,5 GPM
5. Name of closest downslope surface waters: 181?L7i_//1/ apl�
6. County(s) where project and surface waters are located:
7. Map name and date: ffE/WL �IUI/lLLE, L978
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer J611AI 3, JQrM
10. Seal and Signature (specify date): „ueoea,;,,p
''� tt CkRC
E L
6 of 10
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\ c".5 ;1 \) ri�i $ �' I �� :' Rye e< n°�. �J _.i:,�L�,<\ �\I �•, n �e° J ) ICJ .!• - ` � L
\:�) I 1 % � ,�V to •,. � 't'.� / •' (.'� a ,n r, \ .N \ \\ \ '!G
=' .cam. �. ��\ �`?: '' I cam%' �( � - -- -l /� .\� tl�„ � s•'� - I
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j ''c/�J:( \\\� �/ %j.\ \�J�'1� - / �� l\ l\ ,�,�oo \Tt •J\c/ �,�mi/ y � \ -o_
`> � \\�JT Cam. \; ._c \ � \T_ ,f�/��:� / ` .]°O �-� �_�ti. •�\;,\ " ` �-/�^J Y�� o/ � �,l

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 WoodFn Place P O Box 1507 3800 Barrett Dr.,Suite 101
Asheville,NC 28902 Washington,NC 27889 Raleigh,NC 27609
704/251-6208 919/946-6481 919/133-2314
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 Dan; 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 Brunswick New Hanover
Bladen Robeson Cabamrs Rowan Carteret Onslow
Cumberland Richmond Catawba Sumly Columbus Pender
Harnett Sampson Gasfon Union Duplin
Hoke Scotland lredell Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard,Suite 100
Winston-Salem,NC 27106
919/161-2351
Alamance Rockingham
Allegbany Randolph
Ashe Stokes
Caswell Sony
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
7of10

GRAVITY SEWER EXTF_ .__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 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 pemut 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 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 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 EXT ;ION &PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: A/Vmw (A ZW7��_ a A65-oG,
1635- /,,511E04 E #16111,()14Y
City: LC-NDT UIa__C- State: NC zip: 23739
Telephone No. (Z�)65 7- 733*
Professional Engineer's Certification:
I, J0#N B, Jel 7 F�? attest that this application for 6D-<W/14GC
1-?Able- 5C4:!R/0N1 25 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. ��gD
Print Name of Engineer JO/ Y 5. J ,,tt
CAR
Seal and Signature (specify date): QpEESS%p� 9 `'•n
SE
Applicant's Certification: 94,
1, , attest that this application for
Pi7R1C -6EC771011( 2.5
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
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 EXTE_ _-ON &PUMP STATION
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WTITIOUT
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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Section GRINDER Page 109
Dated SEPTEMBER 1993
Performance, i
C g
urve
RPM: 3500 Discharge: 2"
70
225
MODEL MAX. IMP
SPGJ 2HX790
X
MODEL
SPGH/G2HX750 6.87"
S G
PGH/G2H 500 6.75"
AQJ,, [—I- SP H/G2HX500
SPGH/G2HX300
60 200 0 5.25"
NOTE: (3.87"Inm is a different
SPGH G2flX 750 le"pollor/voluto combination.
FU far to factory for trim
175 T selections beyond 6.75'.
50 /S Pz
150
4 0 SPGH/G2HX 500
125
!S
-ZI-F-FIF -I- F I- F-F-1-17-1
30 1.00
tz;
S, -
J�14
75 1 1 L
20 5014
Z
50 IT
25 -D IA.
10
25 -
cDru r,)Lfvjnn
IN
U.S.GPM 0 15 30 45 60 75 90 105 120
L M YHR 5 1,0 IS 2 1 0 2 1 5 30
Operating point must fall within curve.
Conditions of Service:
AURDRAPUMP
A UNtT OF GENCRAL StGNAL GPM: TDH: HYDROMATKIM PUMPS

JOB �L1�21/- Sep,-
VHENDERSONOVILLE,
Lapsley & Associates, P.A. 1
SHEET NO. OF
'Surveying and Land Planning
35 Asheville Highway CALCU ATED BY � DATE c1�/c
ost Office Box 546
NORTH CAROLINA 28793 CHECKED BY DATE
[phone] • FAX [phone]
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State of North Carolina
Department of Environment,
PFHealth and Natural Resources ` • •
Division of Environmental Management r
, f
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
November 30, 1995
Mr.Michael Oliphant,Director
Housing Assistance Corporation
P.O. Box 2057 ,I �oFF\cE
Hendersonville, NC 28793 wp1ER [;\ONpV
pSN4.�\�i
Subject: Project Re rn (WQ0011645) J S6 RtD r
Housing Assistance Corporation
Parkview Apartments
Sewer Extension
Henderson County
Dear Mr. Oliphant:
No permit can be issued for the subject project until the Special Order of Consent
(SOC)for the City of Hendersonville has been issued. At this time,the date of issuance
for this SOC remains uncertain. To prevent any violation of North.Carolina statutes and
rules of procedure, and in accordance with your request,the Division is hereby returning
your application and supporting documents. No permit action has been taken with respect
to the application. Once the SOC has been officially entered by the City of Hendersonville
and the Environmental Management Commission,the sewer application package,complete
with processing fee,may be returned to the Division for review and issuance,if
appropriate.
Please be advised that construction and/or operation of a wastewater collection
system without a valid permit is a violation of North Carolina General Statute 143-215.1,
and may subject the violator to appropriate enforcement actions in accordance with North
Carolina General Statute 143-215.6. Civil penalties of up to$10,000 per day per violation
may be assessed for failure to secure a permit required by North Carolina General Statute
143-215.1.
If you have any questions concerning this matter, please contact Mr. Ray Cox at
[phone], extension 549.
Sincerely,
A. Prestd Howard, Jr.,P. E.
cc: AsheM116 Regional Office,
Permit File W00011645
Evans Engineering,Inc.
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

P r
CITY OF HENDERSONVILLE
SUMMARIOF PERMITTED FLOWS
SEPTEMBER22, 1995
PROJECT WQ# DATE DATE MGD MGDNOT
APPROVED CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 6-15-94 .06204 .05454
(Cherry Branch)
General Electric 7137 12-21-92 2-10-94 .240 0
Sugarloaf Apts. 7491 6-25-93 5-17-94 .017205 .017205
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 0
Cherry Br. Sewers 8653 12-3-93 0
see Lake Poi nt a Landing
(Interceptor Project)
Appleland Bus. Park 9046 4-18-94 4-16-95 .022 .022
Carriage Park P2S3 9479 6-30-94 8-10-95 .00864 .000691
Spring Arbor 9715 8-15-94 no .0036 .0036
Sharon's Crossing 9732 9-13-94 no .0096 .009
Blue Ridge Villas 1945, 8-31-94 no no 0
9794 add'I
Maple Village 9836 9-30-94 4-5-95 .0056 .0056
Carriage Park S6 10144 11-17-94 8-10-95 .01584 .01434
Carriage Pk. S25 (P.S.) 10038 11-23-94 5-11-95 .01224 0
Flow in 10040 & 9479
Carriage Park S25 10040 11-23-94 5-11-95 .0036 .00335
Dellwood Apts. - Easter 10119 12-12-94 no .03024 .03024
Mountain Home Ind. Park 10120 12-7-94 no .054862 .054862
Saddlebrook Homes II 10536 02-28-95 no .01224 .00574
Upward Interchange 11044 07-17-95 NO .015 .015
1994 Annex.(incl. ESBF- 08-30-95 no .144665 .091665
53,000 gpd existing T-95-
from Car. Vil.) 0025
TOTAL 0.334733

MEMO TO: STATE REVIEW GROUP 11/17/95
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE REVIEW GROUP UVIEW ENGI R: Ray Cox
LSFROM: Forrest R. West Q G ONAL SU ERVISOR
ASHEVILLE REGIONAL OFFICE
REGIONAL OFFICE CONTACT. Paul R. White pccl(/
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0011645
PROJECT NAME: PARKWAY APARTMENTS
Housing Assistance Corporation
P. O. Box 2057
Hendersonville, 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: 9/30/95
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 10/1/94 :
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers :
8640 gpd
domestic: 1000- industrial: other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 0 .329586 gpd. See table on following page.
7) Regional Recommendations: DENIAL
Subtracting the outstanding flow for previously permitted
projects from the plant capacity leaves approximately 2 . 86 mgd. The
average daily flow for the previous 12 months was 2 . 93 mgd and the
average daily flow for the previous 3 months was 2 . 99 mgd. Monthly
average flows exceeded 3 .20 mgd for 3 months thus far in 1995 .
Therefore previous allocations have utilized all plant capacity, and
this project should be denied at this time. However, the SOC
application has been received, and it is anticipated that an SOC will
be in place in the near future to allow this project to be
reconsidered.
V�

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
NOVEMBER 14, 1995 74
PROJECT WO # DATE DATE MGD MGD NOT
APPROVED CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 6-15-94 .06204 .05454
(Cherry Branch)
General Electric 7137 12-21-92 2-10-94 .240 0
Sugarloaf Apts. 7491 6-25-93 5-17-94 .017205 .017205
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 0
Cherry Br. Sewers 8653 12-3-93 0
see Lake Poi nt a Landi ng
(Interceptor Project)
Appleland Bus. Park 9046 4-18-94 4-16-95 .022 .022
Carriage Park P2S3 9479 6-30-94 8-10-95 .00864 .000691
Spring Arbor 9715 8-15-94 no .0036 .0036
Sharon's Crossing 9732 9-13-94 no .0096 .009
Blue Ridge Villas 1945, 8-31-94 no no 0
9794 add'I
Maple Village 9836 9-30-94 4-5-95 .0056 .0056
Carriage Park S6 10144 11-17-94 8-10-95 .01584 .01434
Carriage Pk. S25 (P.S.) 10038 11-23-94 5-11-95 .01224 0
Flow in 10040 & 9479
Carriage Park S25 '10040 11-23-94 5-11-95 .0036 .00335
Dellwood Apts. - Easter 10119 12-12-94 no .03024 .03024
Mountain Home Ind. Park 10120 12-7-94 no .054862• .054862
Saddlebrook Homes II 10536 02-28-95 no .01224 .00474
Upward Interchange, 11044 07-17-95 NO .015 .015
Twin Ponds RV Park 11269 08-14-95 no .00732 .00732
1994 Annex.(incl. ESBF- 08-30-95 no .144665 .087518
53,000 gpd existing T-95-
from Car. Vil.) 0025
TOTAL 0.336906

William G. Lapsley & Associates, P.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.
November 27, 1995 Gary Tweed,P.E.
John B.Jeter,P.E.
Philip Ward,L.S.A.
Ms. Carolyn McCaskill
Permits and Engineering Branch
N.C. Division of Environmental Management
PO Box 29535
Raleigh, NC 27626-0535 [ t . y
RE: Permit No. WQ 0009732 •{
Sharons Crossing Subdivision N� 1` l
Henderson County
- p QUALITY 8F,.
Dear Ms. McCaskill:
We are in receipt'of your letter dated October 19, 1995, requesting a status report
on the above referenced,project.
This is to advise you that Phase I of. the* project (highlighted sewer line on the
attached plan) has been completed and was placed into operation in October, 1994. The
balance of the project is now under construction, and we expect it to be completed in April,
1990. At that time, we will ,provide the required certification for the entire project.
Please feel free to contact our office if you have any questions or need additional
information.
Sin e
,
liam psle , P.E.
WGUec
cc: Robert Fleming
Asheville Regional Office
i�a Printed of Recycled Paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt,Jr., Governor � L
Jonathan B. Howes,Secretary � E H N F1
Nann B. Guthrie, Regional Manager
Asheville Regional Office
November 16, 1995
MEMORANDUM
TO: Melba McGee
FROM: Roy M. Davis m�
Regional Supervisor
SUBJECT: A-95 Review
Revision Number 1
Project Number 96-0201
Parkview Apartments
Henderson County
On November 15, 1995, the Asheville Regional Office of the
Division of Environmental Management received an
application for a Special Order by Consent from the City of
Hendersonville . We therefore modify our original A-95
Review comments of September 22, 1995 (see attached) , to
"the City of Hendersonville should be in a position to
offer sewer service to the Parkview Apartments by November
or December of 1996 . "
xc: Chris Carter
Mike Oliphant
Gary Tweed
Paul White
Forrest Westall
Steve Tedder
Nann Guthrie
Interchange Building,59 Woodfin Place,Asheville,N.C.28801 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

State of North Ccna
Er
Department of Er,..,onment,
Health and Natural Resources FA
JA
Division of Environmental Management ,�
James B. Hunt,Jr., Governor
Jonathan B. Howes, Secretary l— H N F1
Nann B. Guthrie, Regional Manager
Asheville Regional Office
September 22, 1995
MEMORANDUM
TO: Melba McGee
FROM: Roy M. Davis
,Regional Supervisor
SUBJECT: A-95 Review
Project Number 95-0201
Parkview Apartments
Henderson County ,
This thirty two (32) • unit' housing complex would be j
provided sewer service by the City of Hendersonville.
Hendersonville' s Sewage Treatment Plant is now fully
utilized and does not have surplus capacity to allow it
to receive the waste volume from Parkview Apartments .
Hendersonville would be. in a position to provide sewer
service to Parkview Apartments only after it reduces
flow to it' s sewage treatment plant, increased plant.
capacity or entered into a- Special Order by Consent
committing to do one or both of the above .
i
xc : Chris Carter .
Mike Oliphant
Gary Tweed
Paul white
I
Interchange Building,59 Woodfin Place,Asheville,N.C.28801 Telephone [phone] FAX [phone]
An Equal OpportunilyAflirmallve Action Employer 509E recycled/10%post-consumer paper
r

A/95 EIS REVIEW ' PROJECTt
i=
Initial Date
- Z Ste"
R. Phillips y N �—
iy,,,
S. Evans y N 1/
y N
y N
D. Link
R. Davis _J F_i `1— y 1
4
R. Kisiah G/l q — 7 y N
D. Stutzman y N
Attach memo •with special comments to be included
J
1. i
1

Slate of Ne 1, :arolina rteviewing Office.-
apartment
of Environment, Health, and Natural Resources Q
INTERGOVERNMENTAL REVIEW — PROJECT COMMENTS Protect Number: Due Date:
�e Date: !
After review of this project it has been determined that the EHNR permit(s) and/or approvals indicated may need to be obtained in r
order for this project to comply with North Carolina Law.
Questions regarding these�permils should be addressed to the Regional Office indicated on the reverse of the lorm.
All applications, information and guidelines relative to these plans and permits are available from the same Normal Process
Regional Office. J _ Time .
PERMITS{! SPECIAL APPLICATION PROCEDURES or REQUIREMENTS (statutory time
Iimu),
Permit to construct It operate wastewater treatment Application 90 days belore begin construction or award of 30 days
facilities,sewer system extensions,8 sewer construction contracts On-slle Inspection.Post-application
systems not discharging Into stale surface waters. technical conference usual (90 days)
NPDES-permit to discharge Into surface water and/or Application 180 days before begin activity.on-site Inspection. 90-120 days
permit to operate and construct wastewater facilities Pre-application conference usual.Additionally.obtain permit to
❑ discharging into stale surface waters. construct wastewater treatment facility-granted alter NPDES. Reply (NIA)
lime.30 days after receipt of plans or Issue of NPDES
permit-whichever is later.
30 days
❑ Water Use Permit Pre-application technical conference usually necessary
(NIA)
7 days
❑ Well Construction Permit Complete application must be received and permit Issued
prior to the Installation of a well. (15 days)
Application copy must be served on each adjacent riparian properly 55 days
❑ Dredge and Fill Permit owner.On-site Inspection.Pre-application conference usual. Filling
may require Easement to FIII from N.C. Department of (90 days)
Administration and Federal Dredge and FIII Permit.
Permit to construct d operate Air Pollution Abatement 60 days
❑ Iacllllies and/or Emission Sources as per 15A NCAC 21H.06 NIA (90 days)
Any open burning associated with subject proposal
❑ must be In compliance with 15A NCAC 20.0520.
J Demolition or renovations of structures containing
asbestos material must be In compliance with 15A 60 days
❑ NCAC 2D.0525 which requires notification and removal NIA
prior to demolition.Contact Asbestos Control Group
919-733-0820. (90 days)
❑ Complex Source Permit required under 15A NCAC 2D.o800.
Sedimentation Pollution Control Act of 1973 must be properly addressed for any land disturbing activity.An erosion a sedimentalio
control plan will be required if one or more acres to be disturbed.Plan filed with proper Regional Office(Land Oualtly Sect.)at least 30 20 days
days before beginning activity.A lee of$30 for the first acre and$20.00 for each additional acre or part must accompany the plan 30 days)
❑ The Sedimentation Pollution Control Act of 19721 must be addressed with respect to the feferrenced Local Ordinance: (30 days)
Orrslle Inspection usual.Surety bond filed with EHNR.Bond amount.
❑ Mining Permit varies with type mine and number of acres of affected land.Any area 30 days
mined greater than one acre must be permlled.The appropriate bond (60 days)
must be received before the permit can be Issued.
❑ North Carolina Burning permit On-site inspection by N.C.Division Fares(Resources It permit 1 day,
exceeds 4 days (NIA)
Special Ground Clearance Burning Permit•22 On-site inspection by N.D.Division Forest Resources required"if more 1'day
❑ counties In coastal N.C.with organic soils than five acres of ground clearing activities are Involved.Inspections (NIA)
should be requested at least ten days before actual burn Is planned."
90-120 days
❑ Oil Relining Facilities NIA (NIA)
It permit required,application 60 days before begin construction. .
Applicant must hire N.C.qualified engineer to:prepare plans. 30 days
❑ Dam Safely Permit* Inspecl construction•certify construction Is according to EHNR approv
ed plans. May also require permit under mosquito control program;And (60 days)
a 404 Permit from Corps of Engineers.An Inspection of site is neces•
nary to verily Hazard Classification.A minimum fee of$200.00 must ac•
company the appllcallon.An additional processing fee based on
percentage or the total project cost will be required upon completion.
P. Continued on reverse

State of North (--.olina
Department of Environment,
Health and Natural Resources 4�
Division of Environmental Management r
James B. Hunt,Jr., Governor �� 1 �
Jonathan B. Howes, Secretary ID E H N
Nann B. Guthrie, Regional Manager
Asheville Regional Office
September 22, 1995
MEMORANDUM
TO: Melba McGee
FROM: Roy M. Davis
Regional Supervisor `\ J
SUBJECT: A-95 Review
Project Number 96-0201
Parkview Apartments
Henderson County
t This thirty two (32) unit housing complex would be
provided sewer service by the City of Hendersonville.
Hendersonville' s Sewage Treatment Plant is now fully
utilized and does not have surplus capacity to allow it
to receive the waste volume from Parkview Apartments .
Hendersonville would be in a position to provide sewer
service to Parkview Apartments only after it reduces
flow to it' s sewage treatment plant, increased plant.
capacity or entered into a Special Order by Consent
committing to do one or both of the above .
xc : Chris Carter
Mike Oliphant
Gary Tweed
Paul White
Interchange Building,59 Woodfin Place,Asheville,N.C.28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

NCHFA HOME PROGRAM ENVIRONMENTAL SCREEN
Parkview Apartments
Hendersonville, North Carolina
Prepared for
Housing Assistance Corporation
P.O. Box 2057
Hendersonville, North Carolina 28793
Prepared by
William G. Lapsley and Associates. P.A.
P.O. Box 546
1635 Asheville Highway
Hendersonville, N.C. 28793
704-697-7334
August 18, 1995
o<04 essi ti
Z: S

partment of Environment, Health, and Natural Resources
❑ Project located In 7th floor library
Office of Legislative and Intergovernmental Affairs
ProJect Review Form
Project Number. County: Date: Date Response Due(firm deadline):G�
cw1 C„", ySi� REC IVED a—, P
SEP 1 51995
x _
This project is being reviewed as Indicated e&;, ADMINISTRATIDN
ASHEVILLE DEHNR
Regional Office/Phone Regional Office Area In-House Review
Asheville ❑AII RIO Areas ❑Soil and Water ❑Marine Fisheries
Fayetteville �eAlr. ❑Coastal Management `Water Planning
❑
'Water water Resources nvironmental Health
❑Mooresville Groundwater ❑Wildlife' Soild Waste Management
Raleigharid-Oualily Engineer ❑Forest Resources ❑Radiation Protection
Washington •,QRecreational Consultant El Land Resources "g7David Foster
., El Coastal Management Consultant El Parks and Recreation ❑Other(specify)'
EI,wilmington El Others ❑Environmental Management
El Winston-Salem PWS Monica Swihart
Manager Sign-Off/Region:- Date: _ In-House Reviewer/Agency:
Response (check all applicabl )
Regional Office response to be compiled and completed by Regional Manager. In-House Reviewer complete individual response.
❑No objection to project as proposed ❑Not recommended for further development for reasons
stated In attached comments (authority(les) cited)
❑No Comment ❑Applicant has been contacted
❑Insufficient Information to complete review ❑Applicant has not been contacted
❑Project Controversial (comments attached)
❑Approve ❑Consistency Statement needed (comments attached)
❑Permit(s) needed (permit files have been checked) ❑Consistency Statement not needed ,
El Recommended for further development with recommendations for ❑Full EIS must be required under the provisions of
strengthening (comments attached) NEPA and SEPA
❑Recommended for further development if specific &substantive ❑Other(specify and attach comments)
changes Incorporated by funding agency(comments
attachcdlauthorily(les)cited)
RETURN TO:
Melba McGee Office of Legislative and Intergovernmental Affairs

of North CarolinaF_�
epartment of Environment
of
nt
PHealth and Natural Resource1, �-`�'
Division of Environmental Manag(
James B. Hunt, Jr., Governor ��
Jonathan B. Howes, Secretary j/ ?s <-mil , � 1 F1
A. Preston Howard, Jr., P.E., Dire V
- U D
MR MICHAEL OLIPHANT 7-7—�5
PO BOX 057HOUSING SISTANCECORP _ jttE@EG1oNA�oIV E
HENDERSONVILLE, NORTH CAROLINA 28793 _7M_
Subject: Appl11',,c, tion No. W00011645
Pazkiyt`5ipartments
Sewers-Private
Henderson County
Dear MR OLIPHANT:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 12, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE WA117•R QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Ray Cox for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Ray Cox at [phone] extension 549. If the engineer is
unavailable,you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
Sincerely,
McCaskill
� Caro yn D. McCaskill
Supervisor, State Engineering Review Group
cc: Asheville Regional Office
Evans Engineering, Inc.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Mate of North Lamina
n-r Environment, Health and " `ural Resources
Di •ion of Environmental Ma ,mentNon-Discharge Penvit ApplicationU(THIS FORM MAYBE PHOTOCOPIED FOR USE AS NY, �P RI��AL)
�Pppl,artment
GRAVITY SEWER EXTENSION
I. GENERAL INFORMATION: SOC Project: Yes, No.
1. Applicant's name(please specify the name of the municipality,corpomdon,individual,etc.):
Housing Assistance Corporation
2. Print Owners or Signing Official's name and tide(the person who is legally responsible for the facility and its compliance):
Michael Oliphant, Director
3. Mailing address: P.O. Box 2057
City: Hendersonville State. NC Zin: 28793
Telephone Number. ( 704 ) 692-4744
4, Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent with project
name on plans,s=ificadons,letters of flow acceptance, Operational Agreements,etc.):
Parkview Apartments
5. Applicadon Date: 10-10-95 6. Fee Submitted: S 400.00
6. County where project is located: Henderson
II. PERMIT INFORMATION: � (
1. Ap DE
plication No. (will be completed by M): M 1©��lUl�C
2. Specify whether project is: X new; modification.
3. If this application is being submitted as a result of a modification to an existing permit,please complete:
existing permit number and the issue date
4. Specify whether the applicant is public or X private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater 100 %Domestic/Commercial; % Industrial;
% Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,such as school, subdivision,hospital,
commercial,industrial,apartments,etc.: Apartments
3. Indicate any parameter(s)(and their concentration) that will be greater than normal domestic levels: N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wastewater treatment facility?
5. If a pretreatment permit is required, has one been issued? Yes; No. If yes,please attach a copy of the
pretreatment permit If No,when will one be issued:
FORM: GSA 04/94 Page 1 of 6

Volume of wastewater_genemted by this project 4,&H c�6�� gallons per day.
7. Explanation of how wastewater volume was determined.2q,3-2- Apartment units @ 240 GPD/unit
IV. DESIGN INFORMATION:
1. Brief project description: 32 Apartment units
2. Name of wastewater treatment facility receiving wastewater. City of Hendersonville
a. Facility Permit Number.
b. Engineer should provide statement of his evaluation of dov'mrream sewers ability to accept the wastewater.
Downstream sewer has the capacity to accept the flow from this project.
C. Permit Number for sewers immediately downstream:
d. Pipe diameter of sewers immediately downstream: 8"
3. Summary of GRAVITY SEWER to be permitted,by diameter size and pipe material:
Diameter Length Pipe Circle C or Minimum Maximum Minimum Maximum Minimum
(m) (linear feet) Material I � NF-actor& Slope(%) Slope (,a) Velocity Velocity Cover(in)
Specify I I (fps) I (fps)
Value
8" 858 PVC .013 0.6 I 7.5 2.5 9 487
E - 1 - 7-
I I Ef
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is S inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor spacing shall be a maximum of: 36 feet
separation for slopes of 217o to 35%; 24 feet separation for slopes of36010 to 50%; 16 feet separation for slopes greater than
50%.
For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps,erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment,what measures have been taken to protect
the sewer pipe and manholes? N/A
FORM: GSA 04/94 Page 2 of 6

..zimum sewer reach lengtn oetween manholes: 269 linear feet
6. This sewer line segment occurs between manhole no. 2+30 and manhole no. 4+99
7. Does the owner/operator have the ability to clean this length? X Yes No. For sewer reach lengths greater
than 425 feet,please provide a letter from the owner/operator,stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? X Yes No. If Yes, what measures are being
taken to enable the sewers to withstand the loads?
48" min. cover and proper trench bedding.
9. Outside drop manholes are provided where invert separations exceed: 2.5 feet(provide for separations>or=2.5�
10. Identify(by manhole number) those manholes that have drop connections: M.H. 0+00
11. Maximum allowable infiltradon/exflhration testate: 100 GPD/pipe diameter inch/mile of pipe.
NOTE: Must not exceed 100 GPD/pipe diameter inch/mile of pipe.
12. Minimum separation distances as shown on the plans or addressed in the specifications. If a, b, or c below is no, explain
in an attachment
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. horiz. sep. from water mains or 18 in vertical sep. (water over sewer) or ferrous pipe specified? X Yes_No
13. Are manholes subject to flooding? — Yes X No. If yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation should be indicated on plans)_Yes_No;Or, are manholes watertight and vented 1
foot above the 100-year flood elevation( should be shown on plans):_Yes_No
14. Identify (by manhole number)those manholes that are vented: N/A
15. Does this project involve any stream crossings? _Yes x No. If yes, what precautions or special features have been
utilized to ensure protection of the sewer line and not restrict stream flow? Identify the sheet of the plans and station
number where stream crossings are located:
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe specified. In addition,all aerial stream crossings must be located above the 25-year flood elevation. Both the
25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
I6. Wastewater collection systems may be installed in WS-I watersheds. Are any of the subject wastewater collection
Systems located in a WS-1 watershed? Yes, X No.
FORM: GSA 04/94 Page 3 of 6

P ppppp-
LIGATION PACKAG; WILL NOT BE ACCEPTED BY THE DIVISION OF ENVIRONMENTAL
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Reazdred hems
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two(2) sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the
Proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated
authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Two (2)copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain: FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
C. The appropriate permit processing fce, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is S4CO. The fee for sewer extensions for delegated municipalities (applies only to those
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is S200. Name changes without other modifications are S100.
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/speciftcadcns.
e. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
f. A properly executed Operational Agreement(original and one copy-form provided by DE-?v[)must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town houses and if the subject sewer
extension is owned by the individual residents,a homeowners association,or a developer.
g. A cover letter,which briefly describes the project,should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
h. All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSA 04/94 Page 4 of 6

dCompleteAddressof Engineering Firm: Evans Engineering, Inc.
4609 Dundas DrPpppppp—ive
City: Greensboro State: NC Zip: 27407
Telephone Number: ( )
Professional Engineer's Certification:
I, Richard T. Evans attest that this application for Parkview Apartments
has been reviewed by me and is accurate and complete to the best of my knowledge. I further aaest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals,inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal,Signature,and DW;,ucG-n-eo,,
A >
a 5529 c 3
14, ENE•.•
Applicant's Certification:
I, Michael Oliphant attest that this application for Housing Assistance Corporation
has been reviewed by me and is accurate and complete to the best of my Imowledge. I understand that if all required parts of this
wilapplication be are not completed and that if all required supporting information and attachments are not included, this application package
will be resumed to me as i�m
Signature w/ Date
Z
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLItNA 27626-0535
TELEPHONE NUMBER: (919) 733-5083
FORM: GSA 04/94 Page 5 of 6

Pppppp�
PON OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor Washington Regional WQ Supervisor Raleigh Regional WQ Supervisor
59 Woodfin Place Post Office Box 1507 Post Office Box 27687
Asheville,NC 28801 Washington,NC 27889 Raleigh,NC 27611
[phone] [phone] [phone]
Fax[phone] Fax[phone] Fax[phone]
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Berde Lenoir Durham Northampton
Bunke McDowell Camden Martin Edgecembe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Chem Polk Craven Pasquotank Granville Vm=
Clay Rutherford Currimck Perquirnans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Haywood Transylvania Crates TymB Lce Wilson
Henderson Yancy Greene Washington
Jackson Hetford Wayne
Hyde,
Fayetteville Regional WQ Supervisor Mooresville Regional WQ Supervisor Wilmington Region.WQ Supervisor
Wachovia Building,Suite 714 919 Noah Main Street 127 Cardinal Drive Extension
Fayetteville,NC 28301 Mooresville,INC 28115 Wilmington,NC 28405-3845
[phone] [phone] (910) 395-39W
Fax [phone] Fax [phone] Fax[phone]
Anson Moore Alexander Mecklenburg Brunswick New Hanover
Blades Robeson Cabarr s Rowan Carteret Onsfow
Cumberland Richmond Catawba Stanly Columbus Pender
Famert Sampson Gaston union Duplin
Flake Scotland lredell Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax [phone]
Alarnance Rockingham
Allegbany Randolph
Ashe Stokes
Caswell Sun-y
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: GSA 04/94 Page 6 of 6

HENDERSON COUNTYr T + FtIi m: 6
UTILITIES DEPARTMENT
101 EAST ALLEN STREET
HENDERSONVILLE. N.C. 28792
PHONE [phone]
FAX [phone]
November 23, 1994
Mr. Mike Oliphant
Housing Assistance Corporation
Federal Building, Room 206
PO Box 2057
Hendersonville, NC 28793
Re: Mud Creek Water and Sewer District
Sewer Service Application # X0016SMS
Parkview Apartments
Dear. Mr. Oliphant,
Enclosed, please find a copy of a letter from the City of
Hendersonville that approves your application for the treatment of
8, 200 gallons per day of domestic strength wastewater.
It is unclear from the letter whether there will be a System
Development Charge. There may be a difference of opinion on this
charge at a future date. The Utilities Department will keep you
informed of further discussions between our office and the City of
Hendersonville .
When you have purchased the property and are ready to get a
Plumbing Permit, please come by the Utilities Department for the
assignment of a Sewer Service Permit number and to pick up the
original Sewer Service Permit . The said permit is required for a
Plumbing Permit which will be obtained from the Permit & Inspection
Department also located in the Land Development Building.
If you have further questions, please feel free to call .
Sincerely yours ,
L Ul- ry l�
Cindy Wrenn
Henderson County Utilities Department

PPP
wil-aa-qqD
04 HEN DEgsO�
qh f
PFRED H.NIEHOFF,JR. .0 COMMISSIONERS
MAYOR
9i R: Y
BARBARA YOLK DAN MOGRAW
MAYOR PRo-TEM 197y, CAHOa.
BARBARA VOLK
BARBARA W. PORTER
CrtY CLERK ANO TREASUtER CITY OF HENDERSONVILLE T.LEE CSBORNE
"The City of Four Seasons" DIANE CALDWELL
145 FIFTH AVENUE EAST
HENDERSONVILLE, NORTH GAROLINA 28792
November 21, 1994
Ms. Cindy Wrenn
Henderson County Utilities Department
101 East Allen Street
Hendersonville, N.C. 28792
Re: Wastewater Treatment
MCWSD Application(s) # X00165MS
Dear Ms. Wrenn:
The above referenced application for treatment of 8, 200 gallons
per day (gpd) of domestic strength wastewater for the Housing
Assistance Authority is acceptable for treatment and is approved.
The Water & Sewer Department has not yet received utility plans
for this project. Therefore, the applicable sewer System
Development Charge (SDC) will be determined and collected upon
application for metered water service.
This allocation brings the total allocation to Henderson County
to 325, 780 gallons per day. Combined City/County allocations now
exceed available capacity of the Wastewater Treatment Plant by
113 , 125 .
All wastewaters accepted for treatment by the City of
Hendersonville are subiect 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 .
Sincerely,
Tom Kilpatrick, Director
Water and Sewer Department
CITY OF HENDERSONVILLE
cc: Richard Hayes, Engineering
Project File

- - - - - - I , .- -_
11 � �

Offi a of the Governor
Legislative Counsel
Administra ion Building Room 1030
NORTH CAROLINA LEGISLATIVE INQUIRY REPORT
Department of Enviror ment, Health & Natural Resources
DATE: October 10, 1995
TELEPHONE VE BAL
—, LETTER
SENATOR/REPRESENTATIVE R ill IV
PERSON RECEIVING INQUIR
N n hr'
D D
OCT 10 1995
REFERRED W/I DEPARTMEN pp
ASH EVEL E EGIOhULLGOFFICE
SUBJECT OF INQUIRY: Parkvi wApts, Henderson Coun
ty
32 unit housing complex would be provided sewer service by Hender-
sonville, whose treatment plant is fully utilized w/no surplus capacity.
DEM commented to this affect in A-95 Review.
ACTION TAKEN: I told Rep. Ivel that we were working w/the
applicant and the City to find a so ution. DEM has agreed to accept a
letter from City saying they would defer allocation for another "future"
Project until City has increased pli int capacity, or would enter into
Special Order by Consent commi ing City to , either/or, reduce current
flow or increase plant capacity.
Return Copy of Blue Sheet to Legislative & Intergovernmental Pffairs
Suite 1425, Archdale Bldg, PO Box 27687, Raleigh, NC 27611 (919 715-4148
SEND PHOTO COPY TO SECTI N CHIEF AND DIVISION DIRECTOR

......o.- --
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HAC
HOUSING ASSISTANCE CORPORATION
P.O. BOX 2057
Hendersonville,
C 28793 TelehM2 04)-692-4744
October
Roy M. Davis D V t
NC DEHNR OCT 101095
59 Woodfin Place
Asheville,NC 28801 loll
WATER-Ul
pSVI
Dear Mr. Davis,
As you know, Housing Assistance Corporation plans to build the 32 unit Parkview
Apartments on Glover Street near Jackson Park. These apartments will provide affordable
rental housing to 32 families including eight elderly households. Preference will be given
to families working toward home ownership in a plan similar to the plan we have in place
at the Connor Creek Apartments with rents ranging from$210 to $310 per month.
We have secured the funding through a combination of a zero interest loan from the North
Carolina Housing Finance Agency, a mortgage loan from a bank at market rates, and from
low income housing tax credits. This will be the first affordable housing built in the county
using tax credits.
The tax credit funding requires us to begin construction by November 1, 1995 in order to
meet required deadlines. Failure to meet this deadline means we will lose the'1995 tax
credits and the loss of the tax credits would cause us to lose the other funding. We have
received nearly all of the approvals required to meet this deadline except state approval for
the sewer service. We received the sewer treatment allocation from the city in November,
1994. The sewer line extension has been approved, but we now must receive approval
from the state in order to move forward.
I need your help to make certain that the NC Department of Environment, Health and
Natural Resources takes action to approve the sewer permit. The city has a meeting
scheduled on October 12, 1995 with the Asheville regional office of DEHNR The
purpose of this meeting is to discuss the city's progress in meeting environmental
regulations. Please use your influence to make the approval of the state permit for the
Parkview Apartments sewer treatment application a priority at this meeting.
Thank you very much. Please call me if you have questions.
Sincerely,
Mike Oliphant, Executive Director

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Permit No.WQ0009715
August 15, 1994
ENGiNF.F.R's CF,RTIFICATION
I, w , 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 m ibW,.+,1dtyy care and diligence was used in the observation
of the construction such that the constructigli° jp be built within substantial compliance and
intent of this permit, the a roved plans "y y: other supporting materials.
Signature ^ Registration No. �J
Date
0 %RA
7he Division
of Environmental
Mana ePS� ;—
acknowledges receipt and acc ePtan e 8 ent hereby i
cof This Engineers, 7
CeniScation %) ,
J
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3

October 19, 1995
GERALD N. HARRIS
HARRIS, GERALD N-SHARONS GROS
PO BOX 1269
ETOWAH, NC 28729
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. W00009732
HARRIS, GERALD N-SHARONS GROS
HENDERSON COUNTY
Dear Permittee:
On September 13, 1994 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 your consulting engineer for this project, WM. G.
LAPSLEY & ASSOC at [phone]. If the facility has not been constructed,
please contact the Asheville Regional Office at [phone], so that they can
update their records.
pS

Thank you for your prompt attention to this matter.
Sincerely,
c4--- T �'
Carolyn McCaskill, Superviso
State Engineering Review Group
cc: File
Asheville Regional Office

State of North Carolina
Department of Environment,
Health and Natural Resources • 0
Division of Environmental Management
James B. Hunt,Jr., Governor r� �` ,�
Jonathan B. Howes, Secretary ID E H 1 V F1
Nann B. Guthrie, Regional Manager
Asheville Regional Office
October 31, 1995
Mr. Mike Oliphant, Executive Director
Housing Assistance Corporation
Post Office Box 2057
Hendersonville, North Carolina 28793
Subject : Housing Assistance
Corporation
City of Hendersonville
Henderson County
Dear Mr. Oliphant :
In our October 30 , 1995 , telephone conversation you
asked that I inform you in writing what I could say about
sewer service for the Parkview Apartments if I had a
Special order by Consent (SOC) application from the City
of Hendersonville in hand. In an earlier telephone
conversation you stated that you anticipated needing sewer
service for the Parkview Apartments by November of 1996 .
If we had an SOC application in hand today I would be
able to say that the City of Hendersonville should be in a
position to offer sewer service to the Parkview Apartments
by November of 1996 .
I trust that the above is of assistance to you.
Sincerely,
Roy M. Davis
Regional Supervisor
xc : Chris Carter
Paul White
Interchange Building,59 Woodfin Place,Asheville,N.C.28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer W%recycled/10%post-consumer paper

State of North Caroli r
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
/ Jonathan B. Howes, Secretary C
A. Preston Howard, Jr., P.E., Director C
October 23, 1995 ACT 25
�9 l
Mr. Thomas Youngblood, President W 95
St. John's Properties, LLC gSHq�fR(7(/q/!n
Post Office Box 245 F I pq�oTlpy
Fletcher, North Carolina 28732 /Cf
Subject: W00011526
Additional Information
St. John's Commons, Town Homes
Sewer extension
Henderson County
Dear Mr. Youngblood:
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. At least three and a half years ago in updating the regulations the State
Legislature changed the allowable infiltration/exfiltration test rate to 100
GPD/Pipe Dia. In./mile.The 1991 application form submitted is not up to date.
The Division made a previous request for confirmation of 100 GPD/Pipe Dia.
In./mile.The letter of transmittal receiveed was not signed even though the
submitted plans and specs do show 100 GPD/Pipe Dia. In./mile. As a
formality please confirm in writing, with signature the 100 GPD/Pipe Dia.
In./mile requirement so that a record can be made and inserted into the
submitted application page 4 of 10.
2. The submitted application pump station required by regulation to have an
alternate power source as described in the regulations 15A NCAC 2H .0219.
Please provide an alternate power source as proscribed by regulation for
protection of the nearby WS-IV waters. Apparently, if the downstream pump
station does not have this alternate power source it was built before they were
required or it may have indirect protections that are allowed by regulation.
3. Please confirm the criteria for keying pipes on steep slopes.
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 November 27,
1995, 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.
Sincerely,
John Sey our
Environmental Engineer I
cc: Asheville Regional Office
Ledford Engineering incorporated
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment,
Health and Natural Resources •
Division of Environmental Management
James B. Hunt, Jr., GovernorA74LJ
Jonathan B. Howes, Secretary p E H N F1
A. Preston Howard, Jr., P.E., Director
September 28, 1995
Mr.Ezra Allman,Acting Director,Water and Sewer
City of Hendersonville
P.O. Box 1760
Hendersonville,North Carolina 28793
Subject: Permit Return
Application No.W00011517
City of Hendersonville
State Street Apartments
Sewer Extension
Henderson County
Dear Mr.Allman:
On September 8, 1995,the Division of Environmental Management received your permit application for the
subject sewer extension. During your telephone conversation with Carolyn McCaskill on this date,you were informed
that the City of Hendersonville's Wastewater Treatment Plant had no excess capacity,therefore,the Division could not
approve your application. You then concurred with a return of the application.
The City of Hendersonville's Wastewater Treatment Facility has an NPDES permit for the treatment and
discharge of 3.2 MGD of wastewater. The average daily flow over the previous 12 months has been 2.91 MGD,with
3 of those months having an average daily flow of over 3.2 MGD. Currently, an estimated 334,733 GPD has been
permitted, yet not made tributary,to the subject wastewater treatment facility. This,along with the current average
daily flow,exceeds the capacity of the subject wastewater treatment plant. The Division can not approve any additional
flow to be made tributary to a wastewater treatment plant that it can not adequately treat. In order for the City of
Hendersonville to receive additional flow approval,additional plant capacity,evidence of decreased flows,or a Special
Order of Consent(SOC)will be necessary.
Also in reference to this telephone conversation,you were informed of procedures the City of Hendersonville
could follow in order to be granted a flow reduction, if so desired. Therefore,included in this package is a copy of the
Division's regulations 15 NCAC 2H .0219. Within Section I,Paragraph 3,on page 28 of these regulations you can
fmd a detailed explanation of the procedure for obtaining approval for a flow reduction.
Please be advised,construction of these sewers without the appropriate permit may subject you to enforcement
actions of up to $10,000 per day per violation,in accordance with North Carolina General Statute 143-215.6. Once the
City of Hendersonville has received approval of one of the aforementioned alternatives and additional capacity has been
made available in the wastewater treatment facility,you may resubmit this permit application package and a permit
processing fee for Division review.
Your application and supporting documents are being returned with this package. If you have any questions on
this matter, please contact Mr. Rick Moore at(919) 733-5083,extension 527.
Sincerely, ((�
fPrest Howard, Jr., P.
cc: 'Asheville Regional Office,Water Quality_%
Permit File WQ0011517 L5 U
Laughter,Austin and Associates, P.A. D J
,,-r P.O.Box 29535, Raleigh,North Carolina 27626-0535 Telephone 91 np�i 701PgAX 919-733-24961
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September 19, 1995 '3
ppuA`i�yg SO4
WpV1RlEFE0�0,iR
pSNE
FRED NIEHOFF,MAYOR
HENDERSONVILLE, CITY-SPRING A
PO BOX 1670
HENDERSONVILLE, NC 28793
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0009715
HENDERSONVILLE, CITY-SPRING A
HENDERSON COUNTY
Dear Permittee:
On August 15, 1994 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 your 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,
P441 c �
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: File
Asheville Regional Office

IZA4. .
MEMO TO: STATE REVIEW GROUP 9/22/95 (��{
DIVISION OF ENVIRONMENTAL MPAGEMENT
STATE REVIEW GROUP REVIEW ENGINEER: Rick Moore
FROM: Forrest R. Westall, WQ RE SUPERVISOR
ASHEVILLE REGIONAL OFFICE /
REGIONA4 OFFICE CONTACT aul R. White
SUBJECT: PROCEDURE FOUR (4)
APN: WQ0011517
PROJECT NAME: STATE STREET APARTMENTS
City of Hendersonville P. 0. Box 1760
Hendersonville, 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: 9/30/95
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 7/l/94 :
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
3840 gpd
domestic: 100% industrial: other:
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 334 , 733 GPD. See table on following page.
7) Regional Recommendations : DENIAL
Subtracting the outstanding flow for previously permitted
projects from the plant capacity leaves approximately 2 . 865 mgd.
Subtracting the proposed new flows from the Twin Ponds RV Park, for
which approval was recommended 8-1-95, leaves approximately 2. 858
mgd. The average daily flow for the previous 12 months was 2 . 91 mgd
and the average daily flow for the previous 3 months was 2 . 92 mgd.
Monthly average flows exceeded 3 . 20 mgd for 3 months thus far in
1995 . Therefore previous allocations have utilized all plant
capacity. It is recommended that this project be denied, and that
the City of Hendersonville be notified in the response letter that
additional plant capacity, evidence of decreased flows, or an SOC
will be necessary in order for additional flows to be approved.

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
SEPTEMBER 22, 1995
MGD
NOT
PROJECT WO# APPROVED MGD CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 . 06204 6-15-94 . 05454
(Cherry Branch)
General Electric 7137 12-21-92 . 240 2-10-94 0
Sugarloaf Apts . 7491 6-25-93 . 017205 5-17-94 . 017205
Bright Oaks Subd 8224 9-3-93 . 009 3-16-94 . 0069
(Country Meadbws)
Carriage Park P1S3 8288 9-3-93 . 00432 3-16-94 0
Cherry Br. Sewers 8653 12-3-93 see Lake Pointe Landing -0-
(Interceptor Project)
Appleland Bus . Park 9046 4-18-94 . 022 4-16-95 . 022
Carriage Park P2S3 9479 6-30-94 . 00864 8-10-95 . 000691
Spring Arbor 9715 8-15-94 . 0036 no . 0036
Sharon' s Crossing 9732 9-13-94 . 0096 no . 009
Blue Ridge Villas 1945 8-31-94 no add' 1 no -0-
9794
Maple.. Village 9836 9-30-94 . 0056 4-5-95 . 0056
Carriage Park S6 10144 11-17-94 . 01584 8-10-95 . 01434
Carriage Park S25 10038 11-23-94 . 01224 5-11-95 0
(Pump sta. , force main. Flow included in 10040 & 9479)
Carriage Park S25 10040 11-23-94 . 0036 5-11-95 . 00335
Dellwood Apts . - Easter 10119 12-12-94 . 03024 no . 03024
Mountain Home Ind. Park 10120 12-7=94 . 054862 no . 054862
r .-
Saddlebrood Homes II 10536 02-28-95 . 01224 no . 00574
Upward Interchange 11044 07-17-95 . 015 NO . 015
1994 Annex. E-SBF-T-95-0025 08-30-95 . 144665 no . 091665
(includes 53, 000 gpd ex. from Car. Vil. )
TOTAL: . 334733 MGD

MEMO TO: STATE REVIEW GROUP 9/22/95
DIVISION OF ENVIROMMENTAL MAN�GEMENT�
STATE REVIEW GROUP REVIEW EN WEERP:ELiz Kovasckitz
FROM: Forrest R. Westall, WQ REGRVISOR
ASHEVILLE REGIONAL OFFICE
REGSONAJ OFFICE CONTACT: Pa 1 R. White
SUBJECT: PROCEDURE FOUR (4) (�
APN: WQ0000078
PROJECT NAME: ASHEVILLE HIGHWAY SEWERS
City of Hendersonville
P. O. Box 1760
Hendersonville, 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: 9/30/95
4) Compliance Information: Present treatment plant- performance
for previous 12 months beginning 8/1/94 :
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers :
No new flow. Relocating existing facilities due to D.O.T. road
widening.
domestic: 100% industrial : other:
1
6) Volume from previously approved projects not yet tributary to
WWTP: Estimated 243, 068 GPD. See table on following page.
7) Regional Recommendations : APPROVAL

CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
SEPTEMBER 22, 1995
MGD
NOT
PROJECT WO# APPROVED MGD CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 . 06204 6-15-94 05454
(Cherry Branch)
General Electric 7137 12-21-92 . 240 2-10-94 0
Sugarloaf Apts . 7491 6-25-93 . 017205 5-17-94 . 017205
Bright Oaks Subd 1 8224 9-3-93 . 009 3-16-94 . 0069
(Country Meadows)
Carriage Park P1S3 8288 9-3-93 . 00432 3-16-94 0
Cherry Br. Sewers 8653 12-3-93 see Lake Pointe Landing -0-
(Interceptor Project)
Appleland Bus . Park 9046 4-18-94 . 022 4-16-95 . 022
Carriage Park P2S3 9479 6-30-94 . 00864 8-10-95 . 000691
Spring Arbor 9715 8-15-94 . 0036 no . 0036
Sharon' s Crossing 9732 9-13-94 . 0096 no . 009
Blue Ridge Villas 1945 8-31-94 no add' l no -0-
9794
Maple Village 9836 9-30-94 . 0056 4-5-95 . 0056
Carriage Park S6 10144 11-17-94 . 01584 8-10-95 . 01434
Carriage Park S25 10038 11-23-94 . 01224 5-11-95 0
(Pump sta. , force main. Flow included in 10040 & 9479)
Carriage Park S25 10040 11-23-94 . 0036 5-11-95 . 00335
Dellwood Apts . - Easter 10119 12-12-94 . 03024 no . 03024
Mountain Home Ind. Park 10120 12-7-94 . 054862 nop . 054862
Saddlebrood Homes II 10536 02-28-95 . 01224 no . 00574
Upward Interchange 11044 07-17-95 . 015 NO . 015
TOTAL: . 243068 MGD

�KEX88/�P 89/2I/95
CO�PLIANCE EVALUATION ANALYSIS REPORT PAGE 4
PERHIT--W8825534 PTPF--8A1 REPORT PERIOD : 9488-9507 iOC---E
rACTLrTY-~uFN0ERJOk/vJLLE WWTP . CITY OF DENIGN FLOW-- 3^ 2880 CLAJJ^-4
L"�^T704--HFu9ERJnNYlL/'F REPJPN/rPUNTY--81 HENDERSON
7| 90/)
MERCURv
LIMTT
94/08
94|09 ,8088
94/i8 "2258
94/ii ^ 4166
94/12 .Z75O
99/A| .4608
9r/{/2 1 1 17W9 /
91/03 . 075O �
95/04 ^ 975O
75/85 . 3500
95i06 ^ 3588
AVERAGE ^4024
MAXIMUM 4 ^8088
MINIMUM ,2088
UNIT UG/i

Q(��88/MP , 89/22/95
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 3
~, ^ A
PERMIT-^HC0025534 PIPE--OOi REPORT PERIOD : 9488-9587 LPC---E
FACILITY--HENDERJONVIiLE WWTP/ CITY OF DESIGN FLOW-- 3.2800 CLASS-^4
LOCATION--HENDFR%ONVILLE REGION/CQUNTY~~8i HENDFRSON'
8}834 Gi842 81845 51851 8i867 @1O77 01892 81185
MONTH CHROMIUM COPPER IRON LEAD NICKEL SILVER ZINC ALUMINUM
LIMIT N01 NO| NDi NOL NOL
94/"'.)R -8()«8 ^ >{}28 ,8000 ^0000 .0008 ^()630 244^8088
� `
94/09 100�`0 ^ 8/50 � 237O . O8�8 ^(�888 10088 ^04982iT^Z588
�
94/iO im, 7900 . 0800 . 4020 .A808 .0888 18080 ^8738 157.5888
94/11 .8080 ^8800 . 2695 .0880 ^ 8888 .0880 ^8555 106, 3333
94/12 ,8080 10800 ^0768 ^9000 .0098 10000 18880 193^5888
95/Oi 618800 ^8390 ^ iOi8 ^0088 .8880 10800 ^8618 94'6888
95/82 . 0000 ^0000 ^2378 . 0000 .0008 .8888 ^8335 117^8888
95/83 ,88<)0 .0250 ^6j5o 18808 ,0000 ,q888 .0600 233^0800
?5/04 11 . 2708 ^ 8800 ^ 1G38 10000 .0080 . 080$ ^0280 117.8088
9N/85 4, 1666 .03i8 . 1685 ^(}080 ,8888 ^(}008 ^ 8975 294. 1666
n9/86 100()0 ^0480 ^ 1358 19088 . 0880 ^0088 ^8798 383^5088
AVERAGE 219y69 ,()ii6 .2023 ^8888 18000 ^0088 ^8537 188^9681
MAXIMUM 45^ 0008 ^8528 ^ 050 ...... ^................ ............_............_ . ii48 715^8808
MINIMUM . _ ^ ~ ^ Vioo . 0768 --- -- --- - ----- - -------- '0208 187^8088
UNIT VG/L MG/L MG|L UG/L MG/L MG/L MG/L UG/L

l/5O l/5 N l/5N l/�O l/5N 7/5N O� 3`5]8 1INU
----~--~ ^--.......-~~ 80t '9 0819 WONININ
8888M ---~---~ ~~~-'-~- 880816G 8883 '2 O8s '91 R82`l 88 `33 NONIXVQ
01912 888` 888` S189' hi 8GLW% U1M ~° ----` ^ sp 'Gh a5V8]A0
88W9 888` 888^ 88S1 '81. 09~0"l 68`61 98/�6
9991 '1 888` 888` 888818 888%'2 8os'91 9`9~C`L 99'10 S8/S6
8889^l 888 ' 888' 8888' t, 019~2 ,1 8819t w8/U,
88801G 888' 888" 88GLM S`9-3'L 48'41 E8/6�
8889's 888' 888' 888Z`L 8888`3 8801l A '9^$ ' 4 W16
0088` 088' 888` 8888'L 9-8`l 88 8 �
8888` 808" 888`
0888` 888` 860` 999t `6h 8889' 1 899' 9`9~J`4 v8'vt 11/46
` I
�
88Sl`l 888" 888` 88A1`l h^9-3`l 86'91 81/V6
8808` �` 8.88` 888` 008s'3i. V'9- 1 ,l 8Z '61 68/96
8888' 888' 888` 8889`L 8881 '3 8A1^9 919- 11L V2`OZ 88/M
ION lON 70111 ION 8^9 016 ION 1INll
NOTNOV3 3IN3%8V 3OI8OOm ]OlNVA3 101-JOH6 N lV101 A6 dN31 H1NO8
13818 MUG M88 0=88 99988 88988 88488 8i888
NO%8MN3H t8~~AlN003/N0I508 ]7lIA�U%U]8N]H-~NVllVJOl
V~~%%V13 8883 `2 --MO7j N5I%]O AO 4113 WlHM 311IAN0S8WNRH--Allll3MI
3---301 l8M-88V6 l80l8]d 180W8 t88~-3Jl6 WG9Z083h~~llW8A6
z ]5V6 l8OW8 SI%A7VNV NOl1V|)7#A� ]JNVIl6hOJ
S6/33/68 6K/88XhA5
'

DF%3650I SESSION READY FOR INPUTGKEX88/MP
. COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
~` .- A
PERMIT~-NC0025534 PIPE--08i REPORT PERIOD : 9408-9507 LOC---F
FACILITY-~HENDERJONVILLE WWTP, CITY OF DESIGN FLOW-- 3.2888 CLA%J~~4
LOCATION--HENDER%ONVILLE REGION/COUNTY~-8I HENDER%ON
5()050 0008 8853(} 086iO 3i6i6 58060 88388 TGP3B
MONTH Q/M(.'."D POD RE%/T%% NH3+NH4~ FEC COLT CHLORINE DO CFRI7DPF
LIMIT F 3^2000 F 30^08 F 3O^0 NOL F 208^8 NOL NOL Not..
94/O8 716545 13,OA i1 . 7 1 .42 30^6 5^97 i
94/89 2 . 6843 ii ^ 97 12^ 1 i ^ 41 9.8 733^ 333 6^23*
74/18 2^6196 12. 19 ii ^5 2^ i3 7^7 684,285 6139
94/11 2.8056 17,25 19^0 1 , 56 3^ 2 631 ^578 6^78 i
94/12 2^8940 17^52 28^2 ^85 6^3 582^500 7^38
95/01 3. 3035F 21^45 25,7 1 ^36 5^6 585^895 7^34
95/82 3, 1367 27.52 24^5 2^65 i3.8 575,888 7^61 i
95/83 3^2929F 27^48 15.2 5.21 i3^7 7321688 6^54
95/84 2^ 7346 i3.25 13. 3 2^ 65 4^9 518^421 6^ 711
95/0q 2.6954 13.69 13.2 .42 i7, 3 411 ^363 6.30 i
95/06 3, 2153F i6^ 33 i | .4 151 7^9 552, 272 6,03
AVERAGE 2^9i24 17, 69 16^ 1 i . 83 } 8' 8 592,945 6^ 64 i
MAXIMUM 5^ 6500 85.08 79.0 8^ 90 3458^0 1488,888 8. 80 i
MJNIDUfi Z. 0588 2^08 i ^ o 110 1 ^8 i08^880 4^ 30 i
UNIT MGD MG/L. N6/L MG/L #/i8OML UG/L MG/L PHJJ/F8I

State of North Carolina
Department of Environment, QF'�
Health and Natural Resources
0
Division of Environmental Management ` �
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F�
A. Preston Howard, Jr., P.E., Director
September 12, 1995
MR EZRA ALLMAN
CITY OF HENDERSONVILLE
PO BOX 1760
HENDERSONVILLE, NORTH CAROLINA 28793
Subject: Application No. WQ0011517
State Street
Sewers-Public
Henderson County
Dear MR ALLMAN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 8, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKIING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Rick Moore for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division-
If you have any questions, please contact Rick Moore at [phone] extension 527. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
Sincerely, (`
Caro yn M askill
Supervisor, State Engineering Review Group
Q � U�r�
cc: Asheville Regional Office
Laughter Austin &Associates SEP 1 9 ��
WATER QUALITY SECTION
Pollution Prevention Pays ASHEVILLE REGIONAL OFFICE
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

LAA 95-168
a
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(PHIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
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 Acting Director
Water and Sewer Department
.n
3. Mailing Address., P .O . Box 1760 cr'
City: Hendersonville State: N.C. Zip: 2871
TelephoneNo.: ( 704 ) 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\te.) `_'
CD
State Street Apartments
5. Application Date: 6. Fee Submitted: $ 400 .00
7. County where project is located: Henderson
H. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
i
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 a renewal or modification to an
existing permit, list the existing permit number N/A and issue date
4. Specify whether the applicant is XX public or. private.
FORM: GSEA 4/91 Page 1 of 6

GRAVIT 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.:
Apartments
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?
NIA
5. Volume of wastewater generated by this project: a , Ron gallons per day
6. Explanation of how wastewater volume was determined:
16 Units at 240 GPD per 2 bedroom unit reouires S 940 C,12D
total flow
IV. DESIGN INFORMATION:
1. Brief project description: 8 inch diameter PVC Sanitary Sewer Crnldty
Extension at apprnximatP1r7 71S LP
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: the downstream sewers are aA g at
and will provide good flow conditions for the proposed
additional flow of wastewater.
2of6

GRj rY SEWER EXTENSION
PAC (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)
8 21.5 PVC 1.50 2 33 2_2 9, 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.
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: 215 linear feet.
6. This sewer line segment occurs between manhole no.Existiatgl manhole no. 1
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? XX Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
Adequate depth of cover provided and proposed pipe shall_
be approved for the load requirements per State specification
guidelines for SDR-35 under ASTM
9. Outside drop manholes are provided where invert separations exceed: NIA feet.
10. Identify(by,manhole number) those manholes that have drop connections: N/A
3of6

GRAVI'f _ _ WER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfltration 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? XXYes _No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? XX 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 XX 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?_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: N/A
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4of6

has :Ja-100
GRA. 'Y SEWER EXTENSION
PAGr- .J (4/91)
Name and Complete Address of Engineering Firm:LAUGHTER AUSTIN AND ASSOCIATES , P .A .
131 Fourtb A enue East
City:
Hendersonville State: North Carolina Zip: 28792
Telephone No. 704 692-9089
Professional Engineer's Certification:
I, Jon H . Laughter attest that this application for Sanitary Sewer Gravi,
Extension to State Street Apartments 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 Registratiart
Print Name of Engineer Jon II. Laug �el o q
SEAL. _
PdO, 4066 �
Seal and Signature (specify date): �'•, eNc 1 tE��. `w`•
'°°0°,Iu inU•N
Applicant's Certification: Act%ng
I, Ezra Allman Ducctox attest that this application for Sanitary Sewer Gravit
Extansion to serve State Street Apartments ,
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature �tt3o/t- 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
5of6

GRAVIT , .,EWER EXTENSION
PAGE 6 (4/91) .
PERMYI' 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.
6of6

PrPPPP
e
of North Caroln<
rtment of Environment, ,� Q
eath and Natural Resources Ole
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ID E H N
A. Preston Howard, Jr., P.E., Director
September 8, 1995
MR EZRA ALLMAN
CITY OF HENDERSONVILLE
318 4TH AVENUE EAST
HENDERSONVILLE, NORTH CAROLINA 28793
Subject Application No. WQ0000078"-
Asheville Highway
Sewers-Public
Henderson County
Dear MR ALLMAN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on September 6, 1995. This application has been assigned the number listed
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Liz Kovasckitz for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Liz Kovasckitz at [phone] extension 516. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
Please reference the above application-number when leaving a message.
Sincerely,
s , '
u Carolyn McCaskill
CooF�E J Supervisor, State Engineering Review Group
VJAZEF�REg�NA -
ASV16V111
cc: Asheville Regional Office"
NC DOT Design Services Unit(KP)
Pollution Prevention Pays .
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
Vv

-partment of Environment, tiealtn 1111U 1`4atG.1;-t1 :�.-��- ��•�
Divisi of Environmental Manal lent:
non-1 isghargePerna;4,,pplication
(THlS FORM MAY BE PH07-OCOP?E-D FOR USE. AS AN O.RIGhYAL)
GRAVITY SEWER- EXTENSION .
I. GENERAL IINFORNIAT10N:
1. Applicant's name (please specify the-name of the municipality, corporauon, individual etc.):—_-- --
_City of Hendersonville Water and Sewer Depal�ot__ ------- --- --
2. Print Owners or Signing Official's name and tide(the person who is legally responsible for the facility and its compliance):
EZRA ALLMAN ACTING.PIRECTUR _--__--- ----- -----
;. Mailing address: 318 4th Avenue East
� ins
City: — Hendersonville State: NC _—_-. _ Zip:_-28793------.—y'�
TelephoneNutmber: ( 704 ) 697-3065 __-----------
4. Project Name (please specify the name of the subdivision. facility, or establishment - should be consistent with proioc'5
name on plans, specifications,letters of flow acceptance, Operational Agreements, etc.):
_ State Project No. 9.8141349 U-2106) Hen de —
5. Application Date: 6. Fee Submitted: S _.
6. County where project is located Henderson _— — --.— --
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM): —_. ----------- —_--
s
2. Specify whether project is: new; X modification.
0
If this application is being submitted as a result of a modification to an'eusting permit, please complete: J�
W 0000078 and the issue date August_ 15,_]988
existing pernut number Q =---
4. Specify whether the applicant is Public or_—private.
c�
'III. INFORMATION ON WASTEWATER: o
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,bospital,
commercial, industrial, apartments, etc.: �Of111f1erCldl _—_ — '—
3. •Indicate any parameter(s)<and their concentration) that will be greater than normal;domestic levels:
N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the receiving
wasstewatet treatment facility? ------ -----_----
5. If a pretreatment permit is required, has one been issued? __Yes; X No. If yes, please attach a copy of the
pretreatment permit. If No, when will one be issued: --- --- —`-
1701ia4: CcA 1i193 Page 1 of .6

6. Volume of wastewater generateo oy this project -0- gallons per day.
7. Explanation of how wastewater volume was determined: N/A
Relocation of existing facilities
IV. DESIGN INFORMATION:
1. Brief project description: Relocation of existing facilities due to NCOOT ibad widening
Balfour Facility
2. Name of wastewater treatment facility receiving wastewater: Hendersonvi l l a Waste Treatment Plant -
a. Facility Permit Number: NPDES Permit # NC 0025534 —
b. Engineer should provide statemeppt of his evaluation of downstream sewers ability to accept the wastewater.
s"=
Downstream sewer have capacity to contimrp receiving wastewater
No change in volume (See item 5 and 6) -
C. Permit Number for sewers immediately downstream: See Attachment
d. Pipe diameter of sewers immediately downstream: See Attachment
3. Summary of sewer pipe to be permitted by diameter size and pipe material:
Diameter Length Pipe Circle C or Minimum Maximum Minimum Maximum Minimum
(in) (linear feet) Material I N Factor& Slope(%) Slope(%) Velocity Velocity Cover(in)
S�dy (fps) (fps)
Value
8" 7,637 PVC I 0. 013 0.40 8.10 2.1
48"
10" 127 PVC 0. 013 0. 0 0.80 2. 541 3. 593 78"
8" 113 DL 0.013 0.80 1.25 3. 096 3.870 24"
10" 49 DI 0. 013 0.40 0.40 2.541 2. 541 18"
NOTE: The minimum velocity -must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
For private sewers the minimum diameter is 6 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 07o. The anchor spacing shall be a maximum of: 36 feet
separation for slopes of 2l% to 35%; 24 feet separation for slopes of 36% to 50%; 16 feet separation for slopes greater than
50%.
For velocities greater than 15 fps, it is strongly recommended that measures be considered which will protect the sewers and
manholes from erosion. For velocities greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what measures have been taken to protect
the sewer pipe and manholes? N/A
FORM: GSA 11/93 Ps e 2 of 6

5. Maximum sewer reach length between manholes: 330 linear feet.
6. This sewer line segment occurs between manhole no. KK and manhole no. LL
7. Does the owner/operator have the ability to clean this length? X Yes No. For sewer reach lengths greate
than 425 feet,please provide a letter from the owner/operator,stating the ability to clean the specified reach and include the
equipment specifications.
8. Sewers subject to existing or planned traffic bearing loads? X Yes No. If yes, what measures are being
taken to enable the sewers to withstand the loads?
Ductile Iron ox PVC Pipe with appropriate thickness and bedding
,5
9. Outside drop manholes are provided where invert separations exceed: . a feet(provide for separations>or=25)
10. Identify (by manhole number) those manholes that have drop connections:* proposed manhole I Rev.
on Sheet US-20
11. Maximum allowable infiltradon/exfrluation test rate: 100 GPD/pipe diameter inch/mile of pipe.
NOTE:Must not exceed 100 GPD/pipe diameter inchtmile of pipe.
12. Minimum separation distances as shown on the plans or addressed in the specifications. If a, b, or c below is no, explain
in an attachment: . .
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.boriz.sep.from water mains or 18 in vertical sep. (water over sewer)or ferrous pipe specified? X Yes_
13. Are manholes subject to flooding? X Yes _No. If yes, are manhole rim elevations 1 foot above 100-year flood
level, (100 year flood elevation shouT beindicated on plans) X Yes_No; Or,are manholes watertight and vented 1
foot above the 100-year flood elevation (should be shown on plans): X Yes_No
14. Identify (by manhole number) those manholes that are vented: .proposed manhole "YY" on Sheet US 22
15. Does this project involve any stream crossings?---L 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: Wc-tile Iron Pipe kF,-e across stream •6�1 w
s egrY', bad c44 5-11ed (la 1/E# 7) i9Jf r4F54 ),;W39ts®3t-
Ada oat,,S#,66T s-3 e" ✓WE#3 R6v) R 6ffr 06 4E7.fLp,nl Aw ov-t
Please note: The Division recommends all stream crossings be located three (3) feet below the stream bed or ferrous
material pipe specified. In addition, all aerial stream crossings must be located above the 25-year flood elevation. Both the
25-year flood elevation and the 100-year flood elevation should be indicated on the plans.
16. Wastewater collection systems mar not be installed in"WS--I watdrsbeds. Are any of the subject wastewater collection
systems located in a WS-1 watershed? Yes, X No.
FORM: GSA 11/93 Page 3 of 6

THIS APPLICATION PACKAG> WILL NOT BE ACCEPTED BY THL .,VISION OF ENVIRONME1
MANAGEMENT UNLESS ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WI`fH THE SUBMITTAL
Required liemr
a. One original and one copy of the completed and appropriately executed application form. If modifications to the form are
required as a result of additional information requests by the Division, the additional information must be transmitted under
the signature of the applicant and the actual modification must be initialed by the NC Professional Engineer.
b. Two(2)sets of detailed plans and specifications signed and sealed by a North Carolina Professional Engineer. The plans must
include a general location map, a plan view of the sewer extension, a profile of the sewer extension, and must show the
proximity of the sewer extension to other utilities and natural features. Specifications may be omitted for delegated
authorities. Each sheet of the plans and the first page of the specifications must be signed and sealed. Two (2) copies of the
existing permit if a modification. The plans and specifications must not contain phrases (such as: FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate that they are anything other than final plans and specifications. However,
the plans and specifications may contain:FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION.
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for sewer extensions for
nondelegated municipalities is S400. The fee for sewer extensions for delegated municipalities (applies only to those.
governmental jurisdictions that have specific delegation review authority, as granted by the Environmental Management
Commission) is S200. Name changes without other modifications are$100.
- T,b
d. If the owner/authority of the wastewater,treatment.facility (WW M that will be accepting the wastewater flow from this
project is different from the applicant of the,projd61, 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/specificarions.
e. If the application is being submitted in the name of a privately owned public utility, evidence must be submitted from the
Utilities Commission which demonstrates that the utility is authorized to hold the franchise for the area to be served. In the
case of contiguous service areas, evidence must be provided from the Utilities Commission acknowledging these areas are
covered under an existing franchise.
f. A properly executed Operational Agreement(original and one copy- form provided by DEM) must be submitted if the sewer
extension will be serving single family residences, condominiums,.mobile homes, or town houses and if the subject sewer
extension is owned by the individual residents,a homeowners association,or a developer.
g. A cover letter, which briefly describes the project,should be included with each application package. If necessary for clarity,
feel free to include attachments to the application form. Such attachments will be considered as part of the application and
should be numbered to correspond to the section to which they refer.
b. All materials and fees submitted in support of this request for a permit become the property of the Division of Environmental
Management; therefore, if the permit is not issued for any reason, the Division will return submitted materials only at its
option.
FORM: GSA 11193 Page 4 of 6

Name and Complete Address of Engineering Firm: NCDOT - Design Services
P. O. Box 25261
City: Raleigh State: NC Zip: 27611
Telephone Number: ( 919 j 250-4128
Professional Engineer's Certification:
I, Roger G. Worthington, Jr. attest that this application for gravity sanitary sewer
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 s ture and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
°i°°wcaacpr
North Carolina Professional Engineers Seal, Signature,and Date: ° CARp
OES
r_A; a
+ 14601
1 •�E,p��GI WE �o�'.
°yoansa°u►a+a
Applicant's Certification:
I, EZRA ALLMAN, ACTING DIRECTOR. attest that this application for CITY OF HENDFR ONVi f F
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
application are not completed and that if all required supporting information and attachments are not included, this application pact. _
will be returned to me as incomplete.
Signature 6!40, Q� ��/���f — ` Date 913Q/95
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS,' SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NU`•IBER: (919) .733-5083
FORM: GSA 11/93 Page 5 of 6

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional WQ Supervisor Washington Regional WQ Supervisor Raleigh Regional WQ Supervisor
59 Woodfm Place Post Office Box 1507 Post Office Box 27687
Asheville, NC 28801 Washington,NC 27889 Raleigh, NC 27611
[phone] [phone] [phone]
Fax[phone] Fax[phone] Fax[phone]
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Berrie Lenoir Durbam Northampton
Burke McDowell Camden Martin Edgecombe age
Caldwell Mitchell Cbowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck -Perquimans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Haywood Transylvania Gates ,Tyr
ell Lee Wilson
Henderson Yancy Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQ Supervisor Mooresville Regional WQ Supervisor Wilmington Region. WQ Supervisor
Wachovia Building, Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayetteville, NC 28301 Mooresville;NC 28115 Wilmington, NC 28405-3845
[phone] [phone] [phone]
Fax[phone] Fax[phone] Fax[phone]
Anson Moore Alexander Mecklenburg Brunswick New Hanover
Bladen Robeson Cabarms Rowan Carteret Onslow
Cumberland Richmond Catawba Stanly Columbus Pander
Harnett Sampson Gaston Union Duplin
Hoke Scotland lredell Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Supervisor
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
[phone]
Fax[phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Sutry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin w
Guilford
'1
FORM: GSA 11/93 Fade 6 of 6

State of North Carolina 4, 4/W
Department of Environment,
Health and Natural Resources 6
Division of Environmental Management
James B. Hunt, Jr., Governor
�( Jonathan B. Howes, Secretary ® `p
A. Preston Howard, Jr., P.E., Director
June 16, 1995
MR CHRIS A. CARTER
CITY OF HENDERSONVILLE
PO BOX 1760
HENDERSONVILLE, NORTH CAROLINA 28793
Subject: Application No.=WQ0011188
1994 Annexation
Sewers-Public
Henderson County
Dear MR CARTER:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 15, 1995. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Ray Cox for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Ray Cox at [phone] extension 549. If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
Sincerely,
&011
Carolyn Mc askill
Supervisor, State Engineering Review Group
cc: Asheville Regional Office
McGill Associates
1\ 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 st
Division of Environmental Management r
Non-Discharge Perrrtit Application
(I HIS FORM MAYBE PH07000PIcD i OA UEZ AS"LY OR16A`ti)
GRAVITY SERER EXTENSION.
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, inmEvidual, 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):' Chris A. Carter, City Manaqer
3. Mailing Address: P. 0. Box 1760
City: Hendersonville State: NC Zip: 28793
Tel ephoneNo.: 704 597-3065
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow-acceptance, Operational Agr=menrs, etc.):
Sewer System Improvements 1994 Annexation Areas Contract No. 1
$. Applicarion D ate: .Tn P t 3 1995 6. Fee Submitted: 5 400 . 00
-..7- _ Counry where project is located: Henderson
II. PERMIT I NNFORMATION:
1 . Permit No. (will be completed by DEM):
2. Specify whether project is: * new; —renewal-;—mod ifrcarion
'If renewal, complete only sections I throueh III and applicant signature
(on pg.9). Submit only pes. 1, 2, 9 (original and 3 copies of each). Engineer
signarure not=uirod for renewal.
3. If this application is being submintd. as a result of a renewal or modification to an
existing permit list the existng permit number NSA and issue date
4. Specify whether the applicant is * public or private.
_ rlw,.R. r'coc. gym, n

GRAVITY SENVER EXT_- 3ION & PUMP STATION
PAGE 2 (4/91) — -
III. INFORMATION ON WASTEWATER:
1. Naturc of Wastewater. 41— % Domcstic; 59 % Commcrcial;
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 fardly remAff es and a nerical establi Rents within the arrsatam aza3s
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 prerrearment has been provided to
- ensure protection of the receiving wastewater treatment facility?.
WA
5. Volume of wastewater generated by this project: 16 .345 gallons per day
6:-- Exolanazion of how wastewater volume was dete. Tined: fit= fleas W=e I.M7�
utilitizirrl,state wire matager. for per capita . i.e.: Rnidmtia1 = 70gpcpd
Cmmb- al = 15 gPcpd .
See Atta�A
IV. DESIGN INFORMATION:
— 1.- Brief project description: - Irstallatiar of aaprrxinF+ y7 , 350 Lira r feet of 8-m:h
_._ 4R�tY svzr lire arcl related acma�.
2. Name of wastewater treatment facility mcciving wastewater. Dille 6WIP
a. Facility permit no.: �r- 0025534
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: ldxaivim mnitary wan aze of ach>iabe size and
2n3itim fn artoEnt p1njacbE!3 a37i i-irtal kU5b3g3tpZ flrw
2of10

GRAVITY SEN ER EXTENSION & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Length Pipe C or N Min. Max. Mirtitnum Max. Minimum
(In.) (Lin. Ft) Matcial Factor Slope 1io Slope tic Velocrity (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 Tc. The anchor
spacing shall be as follows:
a. 36 f=t separation for slopes of 21Tr, to 35%;
b. 24 f=t separation for slopes of 365c to 50 ic;
c. 16 feet separation for slopes of 50%, and gtater.
For velocities greater than 15 fps, it is stronsly recommended that measures be'
considered which will protect the sewers and rnpnholes :corn mmmon. For velocities
greater than 20 fps, erosion control mca=res must ba snxift;,d_
For any excessive slopes or velocities that u911 occur in any sewcr line se--m �en what
measu
res have been taken to protect the sewer pip-- and manholes?
5. Maximum sewer reach length between manholes: 3-4 6 linear feel
Caiolina 'Villagd Line- "A"
6. Tnis sewer line segment occurs between manhole no. 5 and manhole no. 6 _
7. Does the owner/operator have the ability to clean this lcnPth? _x Yes No.
S. Sewer subject to existing or planned =zfftc bearing loads? x Yes No.
If yes, what measures are beins taken to enable the sewers to uiths•.and the]oar's?
Pita daoth of amps, bm-dung an3 beHirg
9. Outside drop manholes are pro%ided where invzn sepa ations excec feet.
30. Identify (by manhole number) those mznhol--s that have drop connections: - N/A

GR4VTTY SEWER EXTENSION & PUMP STATION
PAGE (4191)
11. Maximum allowable infiltretion/exfilcation test rate: 100 GPD/pipe dia. inJ 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? %Yes _No
b) 12 in. vertical separati on from storm sewer or ferrous pipe-
- sanitary sewer specified? % Yes _No
c) 10 fL horizontal separarion from water mains or 18 in.vcrical
separation (water over sewer)or ferrous pipe sp^..cified?- X.Yes —No
13. Are manholes'subject to flooding? =Yes X No
14. 1f yes, are n anthole rite elevations 1 foot above 100-yea 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
17. Does this project involve any stream crossings? 2L yes _no. If yes, what precautions
or special fea=es hive 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: riup c f rlirr;to i= p1rn aryl acme p eOMSSIEnt stow strum bed
Carolina Village Line "A" Sta. 10+50 Sheet 11 nf 16
Cardlina -Village Line "A"- Sta.. 15+15 Sheet 1-1 of 16
4of10

GRAVITY SENVER EXTNSION & PUMP STATION
PAGE 5 of 10 (4191)
V. PUMP STATION INFORMATION
I . Pump Station NO.: (A sep_ra;e sherd V.1 through V.15 should be
subtr'.ttted for eaci, pump S.anon)
2. Name of closest downslope surface w2z s:
3. Classification of closest downslope su.,'acc waters: (as established
by the E.-,vironrn=W Maraeement Ceti.-ession & 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 manures z:_ being implemented to prevent such impact, as
rcouircd in 15A NCAC 2H .0200:
5. vJhat size DumpS are prof ided? GPM
6. How friary pumps are provided?
7. Wbat is the maximbn capacity of the pump station? GPD
S. - What is the design tot?! dvnatnic head? feel
9. How many purnp.,g cycles v U occ'l- at fnc design flow rate? cycles per hour
10. Check if=-,i6cd a;pnMp statio •:
Alte—,:ate Pou-er Source
Wet Well Vent d with Steen
Finets in V Jet Well
Check Valves and Gate Valves
Secu-iTy Fencing
Lockable Wet-R'ell Cover _
--Area Light - -
- - -110V Efecsical Convenience Outiet - - --
F1oodJBuovancv t omction
High Watcr AlL,zn Audible and Visual Auto Dialer
11. Summary of force M2in (by diameter Si a and pipe material):
Diameter Length Pipe High law Minim t Maximum ML-li^um
(Inches) (Linear Ft) Materal Elevztion =levabon Velccin'(fps) Vcl.(fps) Cover (in)
12. Are air release valves provided at all high point alone the force train (must be provided
where the elevation difference czcccd s 10 feet)? _ ves _ no
13. Is pump station subiect to floo6irg? _ ves _ no. If yes, What measures are
being taken to protect against fioodirg?
14. If subject to flooding, spccifv the 100-vicar flood elevation: Feet MSL

GRAVITY SEVER EXTL.. JON & PUMP STATION ~
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waicrs identified in number 5
below and on the arached map segment:
Name of surface waters:
Classification (as established by the Emironmcnta] Management Commission):
Proposed Classification, if applicable:
S bgrratu a of regional office personnel: Date:
— - - INSTRUCTIONS TO_ENGINEER
,_
In order io determine whothei pro-zsioni for dual or standby power may required for the
subject facility, the c_lassu5cation_ of the closest dowrslope 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 throush 10 completed, to the appropriate Division of Enviranmenml
Maii22eitietit Regional Water Quality Supeizzsor (see anached listin.-). 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 subjeci sur.'ace waters. You must identify the location of the facility and the closest downslope
surface waess (waters for which you are requesting the classification) on the submitted map copy.
Tne application may not be submitted until this form is completed and included with the subtaittal.
I. Appliczni (comomzion, LndiViduaL or other):
2. Name and Complete Address of En_ineeling Firrrn:
City: State: Zip:
Telephone No.
3. . Project Name: -
d. Pump station design flow: GPD; GPM
5. Name of closest downslope surface waters:
6. County(s) where project and surface waters are located:
7. Map name and date:
8. Noah Carolina Professional Engi-tecis Registration No.
9. Print Name of Engineer
10. Seal and Signature (specify date):
6of10

GRAVITY SEWER EXTENSION 8 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 heirs
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 i general location map;a plan view'bf 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.
Spa fications may be omitted for delegated authorities. Each sheet of the plans and the first
page.of the specutcations must be signed and scaled. Three copies of inc_=sting permit if
a renewal'or modification.
C. Three copies of all calculations, including pump selection, fiction 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 si_enature. and seal of the North Carolina
.Professional Engineer.
d. The appropriate permit processing fee, in accordance with I5A 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 prodded from the owner/authority of the W-WTF 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 develop`r.

' C
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4191)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional tt'Q Super.
59 Woodfin Place P O Box 1507 3800 Barrcu Dr., Suitt 101
Asheville,NC 28802 = Washington,NC 27889 Raleigh, NC 27609
704/251-6208 919/946-6481 919/733-2314
Avery Macon Beaufort Jones Chatham hash
Btmcombe Madison Bove Lenoir Durham Northampton
Burma McDowell Camden Martin Edgecombt O ange
Caldwell Mitchell Chou-an ' Pamlico Franklin Person
Cherokee Polk Craven Pasquotattk Granville Vance
Clay Rutherford Cturituck Perquimans Halifax Wake
Graham Swain --_ Dart '----- Pitt- - - --- -- Johnston:-=Warren . .
Haywood _ Transylvania _Gates Tyrell - Lee Wilson
Henderson Yancy GT e' ' Washington _ -
Jackson _,: :, Hanford `; Wayne -
Hyde
Fayettnille Regional WQ Super.' MooresNille Regional WQ Super. Wilmington Region. WQ Super.
Wachovia Building,Suite 714 919 North Main Sven 127 Cardinal Drive E-tension
Fayr=%Ue,NC 28301 Mooresville,NC 28115 Wilmington,NC 28405-3845
919/486.15:1 704/663-1699 919/395-3900
Anson Moore Ale:and-. MecUenburg Brvrswick: New Hanover
Bladen Robeson Cabarr s Rowan Carteret Onslow
=b-land Richmond Catawba Stanly Columbus - Pend-
Hamea Sampson Gaston union Duplin . .
Hoke Scotland Iredcll Cleveland
Montgomery Lincoln
Wuston-Salem Regional WQ Super.
SM5 North Point Boulevard, Suite 100
Winston-Salem,NC 27106
919/761-2351
Alamarrce Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford -
7 of10

GR4%,*ITY SEWER EXTENSION & PL'M,P STATION
PAGE 9 (4/91)
Narne and Conplete Address of En_inecring Finn: ,'t GM Aerates, P.A. -
P. O. Bic 2259
City: A-1eaille State: Ir- Zip: 2W2
Telephone No. (704) 252-0575
Professional Engineer's Certification:
I. xtn Fd1wen: antst that this application for the Clizz of
ttrille has been reviewed by me and is accurate
and complete-to the best of my knowledge. I furher attest that to the best of my knowledge the
proposed design has b-zn prepared in accordance with the applicable regulations. Although ec-tzin
portions of this submittal package may have been dcvelop a by other professionals, inclusion of
these aateria_s under my signature and seal signi'les that I have re,.iewed this material and have
judged it to be consistent with the proposed deem.
North Carolina Professional Entrineer's Rec�szation No. 1PA69
Print Name of Engineer .Ti-,,, F+cm-m �u CAR,4�y
ESSI
0�E 4 Al",
Seal and Signature (spwify date): SEA<d
18469 :
• G
ECHEO``�.``'��`
Applicant's Certification:
I, Q,r;c A (`Ar#,r attest that this application for +ha r4:of _
has been reNiewed by me and is acat-ate and complete to the best of.^_y I,soul^ fie.- I urtde:sm d
That if all required parts of this application are not conpletcd and that if all required suppor ang
information and anachmcnu are not included, this application package mill be retuned as
'incomplete. '/
Signature i�l� 7�L Datee,//-3 95 _
J
THE COMPLETED APPLJCATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SH0 ULD BE SENT TO THE FOLLO KING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGLNEERLNG UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733.5083

GRAVITY SEWER EXTENSION 8: PUMP STATION
PAGE 10 (4191)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENTEWALS WTI-HOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial S4W $300
--- Domestic/Cooling Water S400 S300
10,001 -.1,000,000 GPD--:
Indusaial .. " S400 _ S250 _
Dorbestic/Cooiing Water S400 S250 -- _
1,001 - 10,000 GPD _
Industrial 5400 5200 . ..
Domestie/Cooling Water S400 S200
<or = I,000 GPD and
Single Family Dweliing - -S240 S 120 _
Sludge< o 300.4ecs < S400 S250
Sludge> 300 Aces S400 - S250 - `--
-- -----= - ewu Extensions __.. .---.. __------ - --- ------- ---- — ----- ----..--
- _(nondele2ted) . 5400
Sewer Extensions
(delegated) S200" 0
Closed-Loop Recycle
or Evaporative S400 S200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Server 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

ATTACHMENT "A"
NCDEHNR, DEM, NON-DISCHARGE PERMIT APPLICATION
FORM GSPS 4/91
PROJECTED FLOWS
SEWER SYSTEM IMPROVEMENTS
1994 ANNEXATION AREAS
CONTRACT No. 1
CITY OF HENDERSONVILLE
APPLICATION PAGE 2-NUMERAL 1II-6
PEOPLE TOTAL
ANNEXATION FLOW /EMPLO FLOW FLOW
AREA TYPE #LOTS YEES (GPCD) (GPD)
Area 1 Residential 0 2.75 70 0
Commercial 6 10 15 900 (�o
I&I 100 GPDIMI 65
Area 7 Residential 0 2.75 70 0
Commercial 6 10 15 900 qDC�
I&I 100 GPDIM 69 -
Area 8 Residential 10 2.75 70 1,930 3,p
Commercial 0 15 15 0
I&I 100 GPDIM 130
Area 10 Residential 5 2.75 70 960 /fro
Commercial 4 15 15 900 qep
I&I 100 GPDIM 85
Area 12 Residential 15 2.75 70 2,890 sKa�
Commercial 23 20 15 6,900 6gaa
I&I 100 GPDIM 345
Carolina Village Residential 5 2.75 70 965 1$0d
Commercial 0 10 15 0
I&I 100 GPDIM 290
ESTIMATED AVERAGE FLOW 16,345 �� ��0
INFLOW/INFILTRATION 984 1113
ESTIMATED AVG. FLOW + I&I 17,329
ESTIMATED PEAK FLOW [2.5 " (AVG. + I&I)] 43.323

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k 'McGILL ASSOCIATES,P.A.
0`•-V' CONSULTING ENGINEERS
May 30, 1995
Cecil G. Madden,Jr. , P.E.
North Carolina Department of Environment, Health,
and Natural Resources
Division of Environmental Management
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Re: 201 Facilities Plan Amendment
City of Hendersonville
Dear Mr. Madden:
I am enclosing for your use a copy of a table which shows the following information for
existing sewer lines to be tied to in the above referenced project:
• Connection point
• sewer line size
• sewer material
• pipe slope
• average flow upstream
• existing peak flow
• projected average flow
• projected peak flow
If there are any questions please give me a call at 704-252-0575.
McGILL ASSOCIATES, P.A.
Mk0i
M.KEITH WEBB, P.E. V r5
cc: Chris Carter
Ezra Allman/ D
Paul Whitet/ MAY 3
94273 gE�110N0E
E`OEOREGIYONAI OEfl
1 t.SNEVIEE
P.O. BOX 2259 / 704/252.0676 / 55 BROAD STREET
ASHEVILLE,NC 2BB02 704/252.2518 [FAX] ASHEVILLE,NC 28801

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State of North CG, :Jina
Department of Environment,
Health and Natural Resources d
• •
Division of Environmental Management r
James B. Hunt,Jr.,Governor L
Jonathan B. Howes, Secretary EE H N F11
A. Preston Howard,Jr„ P.E., Director
June 28, 1995 � u
JUN 3 01995
Honorable Don Michalove, Mayor WATER
Ev uREGIONRL oF® FI_.E
City of Hendersonville
P. O. Box 1670
Hendersonville, North Carolina 28793
SUBJECT: Hendersonville, NC
Wastewater Facilities
State Review Comments
State Bond Project
Dear Mayor Michalove:
A review has been completed by the Construction Grants & Loans Section of the
submittal of construction plans and specifications received May 26, 1995 from your Consultant
Engineer (A/E) McGill & Associates. The comments resulting from this review are being
transmitted directly to the A/E for clarification and resolution; and a copy is attached for your
reference. If additional comments are necessary following the receipt and review of the
responses and revised plans and specifications, these will promptly be made.
Biddability/Constructibility(B/C) comments are being prepared by the State Construction
Inspection Unit and will be sent to you as soon as received Review comments from the Division
of Environmental Management's Asheville Regional office are included with this letter and should
also be addressed through responses and/or revisions to the plans and contract documents.
The project plan documents are scheduled for approval by August 15, 1995. Therefore,
prompt receipt of satisfactory responses to these comments must be received from the A/E, so
that our review of the plan documents can be completed to meet the scheduled approval date.
Upon receipt of satisfactory responses from the A/E to our comments, and the State
Construction Inspection Unifs Biddability/Constructibility comments, the review of the plan
documents will be completed
P.O.Box 29535,Raleigh,North Carolina 27626-0635 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%Post-consumer paper

PAGE 2
If there are any questions concerning this matter,please do not hesitate to contact Daniel
M. Blaisdell the State Project Review Engineer, at [phone], extension 624.
Sincerely,
. .� . �
W. S. Hoffman, Supervisor
Construction Grants & Loans Section
Design Management Unit
Attachment
DMB:vk
cc: McGill & Associates
e gwnal
Daniel Blaisdell
DMU
SBP

IIENDERSONVII.M NORTII CAROUNA
WASTEWATER FACHITIES
STATE REVIEW C APdEVTS
CONTRACT DOCUMENTS AND PLANS
JUNE 28, 1995
I Contract Documents
1. Imitation to Bid and Instruction to Bidders Section
a. Add this statement in the Invitation to Bids section:
Any contract or contracts awarded under this Invitation for Bids are
expected to be funded in part by a Loan from the State of North Carolina.
Neither the State or Federal Government, nor any of their departments,
agencies or employees, is or will be a part to this Invitation for Bids or
any resulting contract.
b. Provide a paragraph notifying the contractor of his responsibility to comply
with NC143-48 and Union County's EEO-MBE goals. This should also
be included in the Information to Bidders.
C. The following is to be included in Instruction to Bidders:
"Basis of award will be the lowest total amount of the bids received for
the State Loan eligible portion of the project and any combination of non-
eligible item(s) and/or altemative(s), inclusive, that the OWNER elects to
accept. The OWNER reserves the right to award contracts to the lowest
responsive, responsible bidder in the manner described above. However,
State Loan participation will be limited to the amount of the lowest
submitted bid for the Loan eligible portion of the project regardless of
whether or not that bidder is awarded the contract."
2. Bid Schedule
a. The bid schedule must be revised to include depths of cuts for Item
numbers 2, 3, 4, and 5.
b. Provide the basis for determining the quantities shown in Items 9 through
15, inclusive, and ensure that the determined quantities are neither too
great or too little to complete the proposed project. Also, a reasonable
current unit price could be included in the bid schedule for Items 9
through 15, inclusive, in order to avoid the receipt of unbalanced bids.

- 2 -
C. Please confirm that the quality of select backfill and extra bedding
materials are described in the contract documents along with any
installation procedures. If they are not included in the contract documents,
please revise the document accordingly.
d. Please be advised that the use of only ferrous pipe material (34,000 l.f.)
will not be eligible for State Bond funding. Accordingly, the necessary
quantities of ferrous pipe and poly vinyl chloride pipe, or any other
suitable materials, must be clearly identified in the Bid Schedule.
3. Bid Documents, General
a. Consideration should be given to including a statement in this portion of
the contract documents stating that the owner and/or engineer reserve the
right to reject unreasonable unit bid prices, and reiterate on page 01100-7.
b. a 1B-3 -The time allowed to respond to request for interpretations and
issuance of Addenda should be increased from three (3) to seven (7) days.
4. General Conditions Article 16 - All references to arbitration should be removed
from the general conditions and any other sections of the contact documents in
which arbitration is discussed. If references to arbitration remain in the contract
documents, any costs associated with any arbitration proceedings or resulting
award,judgement, decision, etc. will be ineligible for funding through the State
Bond program.
5. Please note that sewer service laterals are only eligible for loan funding up to the
right-of-way of streets or the boundaries of any permanent easements. Thus, in
order to determine the amount of loan participation, it will be necessary to break
out the service lines within and beyond existing ROW and/or easements.
6. In conjunction with comment 5, above, please provide site certificate(s) for the
proposed easements included in the project.
7. The contract documents should include a sample change order form.
8. Is 1983 the latest version of the cooperative General Conditions? If not, the latest
version should be incorporated into the contract documents.
9. If the owner has a preferred construction sequence in the annexation areas, the
contract documents should reflect this sequence.
10. Reference Page 01100-5, Item #2 - Please be advised that costs associated with
permits, etc. for temporary utilities are not eligible under the State Bond program
and these costs must be paid for by the owner.

- 3 -
11. Reference Pace 0110", Item 98,&Section 02227-This item and section should
include statements regarding the procedures for the proper disposal of any
hazardous material that my be excavated during construction. Also,please clarify
the statement regarding the disposal of waste in active public waste areas under
Item 5, Section 02227.
12. Reference Page 02821-7 Section 028218 - References to water line and pipe
should be changed to sewer piping.
13. Reference Section 02828.5- The statement "or equal' should be inserted after the
word than in the last paragraph of the first paragraph under this section.
14. Reference Page 01100-8, Item 17 - Any extra work resulting from tree removal
or consultation with a qualified horticulturalist will be ineligible for loan funding.
15. Reference Pane 02828-1 -Under Section 02828.3,please show the number for the
Landscaping section.
16. Please confirm whether an additional specification needs to be included covering
high strength manhole covers and frames in traffic areas and conversely, whether
lower strength manhole covers and frames can be used in non-traffic areas. If so,
specifications should be included under Section 07110.4.
17. Please clarify whether creosote wood block material (Section 07250.5) or metal
studs (Section 07412.3) are called for on the barrel of the encased pipe.
18. If possible, an alternative to bituminous mixtures should be called for in the
specification for placement during times of < 35 of air temperatures (Section
05450.4).
19. Section 07110.8 should eliminate the identification of a brand name and instead
call out an ASTM or like, specification, or equal. This comment also pertains to
Section 07260.5.
20. The plans should include a detail for thrust blocking and keying as discussed in
Section 07260.5 of the contract documents. Each area shown on the plans having
a slope greater than 10% should also include a reference to the detail.
21. Section 07270.3-Consideration should be given to conducting an exfiltration test,
in addition to an infiltration test.
22. It is unclear why the contractor must wait until after backfilling to air test the
' sewer piping(Section 07270.4). Please clarify and revise specification.
23. Section 3400- This section should clearly define "select backfill" as does Section
07260.6.

- 4 -
24. Section 07260.6 contradicts Section 03400.413 in that select backfill is to be used
when requested by engineer, while Section 07260.6 requires two (2) feet of select
backfill over the top of all new pipe. Please clarify.
25. The specification for backfilling should include a requirement for select backfill
to the top of flexible pipe in areas where the pipe will be in groundwater and
deeper than six feet.
26. Are any watertight manhole covers required for the proposed work? If so, they
should be noted as such on the plan sheets.
27. Confirm that six drop manholes, as shown in the bid schedule, agrees with the
plan profiles.
28. The bid schedule should show the lengths of sewer service within and beyond the
rights-of-way and easements (see comment 5, above).
II Plan Documents
Sheet 3
a. Confirm whether the water line shown parallel to the sewer line is actually
installed/existing all the way up the street, or is this a CAD error or other.
b. Confirm whether the building near station 12+00.00 has a basement. If so, the
vertical distance between the sewer line and the basement must be > 10 feet.
C. Although a proposed manhole is shown on the profile at station 12+11.80, it is not
shown on the plan view. However, a manhole may not be necessary at this point.
Please address on plans.
d. Please label the existing structures that are east of Market Street.
e. Is it local practice to instruct the contractor to coordinate with each and every
property owner regarding the location of service lines? This comment pertains
generally to the entire project, and it may be prudent to establish some guidelines
and/or site specific locations for service lines on the plans in order to reduce
project costs. Please address.
f. Our calculations show that grades for the sections of line between proposed
manholes at stations 10+00 and 10+75 are below minimum grade. Thus,
' provisions should be made to alleviate this situation, or reroute the proposed sewer
line.

- 5 -
g. Consider eliminating the manhole at station 10+10 by moving manhole 10+75
upstream about 20 linear feet. Also, consider placing a new manhole about 10
feet downstream of currently proposed connection.
h. Provide a detail of the incoming, existing 2-inch force main in manhole 10+00 and
how it relates to the connection of the proposed work.
Sheet 5
a. Show type of cover between station 31+14.11 and station 28+34.55, Line 6A.
Does this proposed easement Lecidire actual roadway construction?
b. Confirm the vertical separation between water and sewer lines between station
11+21.41 and 10+38.19, Line 6F.
C. Consider rerouting Line 6F to station 28+34.55, Line 6A to eliminate a manhole
and repaving.
Sheet 6
a. On profiles for lines 6D, 6D, and 6F, consider eliminating manhole drops or
reducing drops as much as possible.
Sheet 7
a. The sections of sewer line between stations 10+00.00 and 13+18.75 appear to be
below minimum grade. Please confirm calculations and adjust grade to above
minimum grade.
Sheet 10
a. Consider eliminating drop manhole at station 15+52.81.
Sheet 11
a. Confirm vertical separation of water and sewer lines between stations 24+55.34
and 27+53.68.
Sheet 12
a. Adjust grade between stations 10+00 and 14+52.64 to gain grade at lower end,
since the grade is below minimum. If this is not possible, consider connecting to
' a different existing manhole.

6 -
Sheet 15
a. Consider eliminating the proposed manhole at station 11+50.
Sheet 16
a. It is unclear what is meant by "approximate limit of NCDOT future construction".
What effect does this have on proposed project?
b. Are heavy duty manhole frames and covers called for in streets(station 10+60.92).
This is a general comment which pertains to all applicable plan sheets. Please
discuss.
Sheet 17
a. Show water line crossings (3)between stations 16+65.67 and 18+52.77, Line 12A
and 10+00 and 11+74.56, Line 12B.
Sheet IS
a. Show water line crossings (1 each) between stations 11+98.28 and 13+27.16,
13+27.86 and 15+27.92, and 19+44.79 and 21+80.51.
Sheet 1
a. Show type of cover proposed for 20' permanent easement.
b. Show creek crossing, and any special construction requirements between stations
13+68.00 and 14+23.51.
C. Confirm the elevation of the 100-year flood on profile, if applicable. Also, as a
general comment, please confirm whether raised manholes, watertight covers, or
other will be installed in flood-prone areas of the proposed project. Manhole
vents, piped above the 100-year flood elevation, can be used/installed
approximately every 1,000 l.f.
Sheet 20
a. Are any details required for construction activities near the 3' wide branch on line
15A?
b. Show water line crossings between station 22+14.48 and 24+24.03(1), 24+24.03
' and 27+48.48(3), 27+48.48 and 29+47.32(1).
C. Show proposed cover between station 27+41.00 and 39+37.00 (sheet 21).

- 7 -
d. Will raised or watertight manhole covers be needed in this section of line 15A
(station 31+06.43 to 39+14.79 (sheet 21).
Sheet 22
a. Show water line crossings between the following:
- Station 10+00.00 and 11+64.93 Line 1513(l)
- Station 15+16.20 and 16+71.74 Line 1513(2)
- Station 13+46.99 and 17+03.97 Line 151)(2)
- Station 10+00 and 13+46.99 Line 151)(2)
Sheet 23
a. Show gas line crossing on profile between station 10+00.00 and 11+64.93 Line
B, and water line crossing between stations 13+43.66 and 15+08.55, Line C.
b. If possible, adjust elevations of sewer line to achieve minimum grade between
stations 14+11.56 and 15+16.20.
Sheet 24
a. Show water line crossing and gas line crossing on profile.
b. Provide a section of ferrous pipe material at the water line crossing near station
10+00, since the vertical separation is < 18 inches.
C. Provide a bearing and length for the sewer line on the plan view.
Sheet 25
a. Show all water line crossings on the profile of this section.
Sheet 26
a. Is it possible to run the sewer line directly between stations 23+34.85 and
17+78.37? If so, this may eliminate two (2)manholes, a creek crossing,proposed
fill, and the installation of ferrous pipe material (see comment B below).
b. The minimum cover for sewer lines is three feet, unless a ferrous pipe material
is installed. Thus, revisions should be made accordingly between stations
21+57.38 and 29+87.32(sheet 27). Additionally, as a general comment,the entire
' project should be reviewed to confirm that three feet of cover or ferrous pipe is
provided wherever required. Reliance on general note number 4, sheet 43 appears
inadequate.

8 -
C. Confirm whether the creek at station 21+25.00 Line 15G is navigable. If so, no
aerial creek crossing will be permitted. If not, the crossing should be adequately
anchored with bank stabilization; and ensure no surcharge/flood conditions
develop due to pipe or debris collecting on pipe. A detail should be provided and
the contract documents should address the materials and installation procedures.
d. The contract documents do not appear to address the placement of
fill/embankment material above existing grade, as proposed at station 22+00.00
Line 15G. Please address.
e. Consider eliminating two (2) manholes at station 14+04.53 and 21+57.38.
f. Comment C above, also pertains to station 14+20.00 creek crossing.
g. Vent stacks are required only every 1,000 feet of sewer line. The number of
vented manholes should be addressed in the bid schedule. Are watertight covers
needed in this section of line?
h. Calculations show that the grade of the sewer line between stations 10+00 and
10+94.50 is about 0.2755"0, and not 0.40% as shown on plans. If this is the case,
provisions should be made to provide a minimum grade in this section. Please
address.
Sheet 27
a. Confirm whether contract documents address concrete encasement materials and
installation procedures, as proposed at station 32+66 Line 15G. Will this be open
cut?
b. The grades for the sections shown on this sheet appear below minimum grade.
Can provisions be made to increase the grade?
C. Please review and correct invert elevations at stations 35+50.49, 35+90.75, and
36+24.93, if necessary.
d. Comment C, from Sheet 26 pertains to the creek crossing at station 26+75.00.
Please address.
Sheet 28
a. Consider eliminating drop manhole, station 10+00,Line 151-
b. Confirm vertical separation of water line of station 41+25.04.
C. Show water line crossings between stations 43+94.98 and 50+06.24(2), and
50.06+24 and 51+41.84(1).

9 -
Sheet 29
a. Show water line crossings (2) and gas line crossing(1) north of station 53+71.85.
Sheet 30
a. Show cover proposed for easement between stations 14+06.41 and 18+50.00, Line
15H.
Sheet 3
a. See comment, sheet 27-a as it pertains to the creek crossing shown at station
15+97.00, this sheet.
b. Minimum grade does not appear to be achieved between stations 14+10.00 and
17+26.57.
C. Add a station number for the manhole downstream of station 15+61.23.
d. Will the proximity of the water line to manhole 10+00.00 Line 151L require any
special construction?
Sheet 33
a. Show cover for proposed easement, Line 15N.
b. Show a match line at the south end of Line 15G or delete the duplicated line.
C. Confirm the vertical/horizontal separation of water lines along Highway 25, Line
G.
Sheet 34
a. Comment sheet 31.d pertains to the water line near manhole 10+00.00, Line 15M
Sheet 35
a. Show gas line crossings(2) and water line crossing(1)between stations 10+39.52
and 12+91.55, Line P.
b. Show water line crossings (3) between stations 12+91.55 and 15+01.98, Line P.
' C. Consider eliminating the proposed manhole at station 10+39.52.
d. Comment sheet 31 A pertains to the water line near manhole 10+00.00, Line P.

10 -
Sheet 36
a. Show 15" RCP northeast of station 10+00, Line 15Q on the profile.
b. Show the water line crossings on the profile between the following stations:
10+00.00 - 12+43.18, Line Q(1)
14+57 - 16+98.90, Line Q(2)
- 18+60.80 - 20+62.58, Line Q(2)
Sheet 37
a. Show water line crossing between 10+00.00 and 11+67.12, Line 15.0
b. Include a reference to a new detail for the profile of Line 150 (see comment 20,
Part I, Contract Documents.
Sheet 38
a. The Asheville Regional Office should be contacted prior to ceasing operation of
the existing treatment facility, if abandonment is proposed. Additionally, any
residual waste material at the treatment plant should be disposed of properly and
in accordance with Regional Office requirements. Confirm that the Contract
Documents address such disposal.
b. Provide a letter from NCDOT approving bore and jacking under Interstate 26.
The letter should address any special requirements. If special requirements are
detailed, such requirements should be incorporated into the Contract Documents.
C. Show proposed cover of easement.
Sheet 3
a. Show cover for easement.
b. Several sections of sewer line between stations 10+48.58 and 13+16.85 appear to
be below minimum grade. Provisions should be made to increase the grade
accordingly.
Sheet 40
a. Show water line crossing at station 10+50.00.

Sheet 41
a. Add bearings and lengths to each section of proposed sewer line.
b. Show cover for easement.
Sheet 42
a. Include a reference to a new detail for the profile between stations 17+54.69 and
18+24.14 (see comment 20, Part I, Contract Documents.
Sheet 43
a. The outside cleanout detail calls for a 10" square concrete pad at grade, while the
sewer service detail calls for an 18" square concrete pad at grade. Is there a
difference between the details? If not, please change on to agree with the other.
Sheet 44
a. What size pipe is proposed for the drop section of drop manholes? This size
should identified on the drop manhole detail.
b. Will the ends of encasement piping, in the absence of concrete filling, be sealed?
If so, include this information on the encasement detail.
III General
1. Please confirm that all existing sewer lines that will be receiving additional flow
can transport expected peak flows form the new annexation areas.
2. Please confirm that the wastewater treatment plant can accept and treat the total
expected peak flows from the annexation areas.
3. Rights-of-way should be shown on the plan sheets.

MEMO TO: State Review Group Division of Environmental Management
s i e_Rggional Office
FROM: Forrest R. Westall WQ Regional Supervisor 6 8 95
SUBJECT: Procedure Four (4)
APN WO0011044 State Review Group
Upward Interchange Review Engineer—Liz Kovasckitz
Mud Creek Water & Sewer District
100 N. King Street
Hendersonville, NC 28792 (�(/
Henderson County Regional Office Contact—Paul . White
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_/30/95
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 4_/1_/94_
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers :
15 , 000 god
domestic 100% industrial other
6) Volume from previously approved projects not yet tributary to
WWTP Estimated 199 , 000 GPD. See table on following page.
7) Regional Recommendations: APPROVAL
The average daily flow for calendar 1994 was 2 . 80 mgd. The
average daily flow for the previous 12 months was 2 . 85 mgd. Although
permitted flows which are not yet tributary to the system total 0 . 199
mgd, actual flows are expected to be less . The City is still making
repairs to the collection system to reduce I/I, which is more
damaging to the operation of the treatment plant than uniform flow.
A major I/I reduction project is to be done during June.
b'IU�

State of North Carolir J R
Department of Environment,
Health and Natural Resources kip. AA
Dlyision of Environmental Management ` ✓
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ® C
A. Preston Howard, Jr., P.E., Director C
May 18, 1995 by
MR JAMES S. ERWIN
MUD CREEK WATER&SEWER DISTRICT
100 N. KING STREET
HENDERSONVILLE, NORTH CAROLINA 28792
Sub'ec : Application No. WQ0011044
r Upward terchange
Sewers-Public
Henderson County
Dear MR ERWIN:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on May 15, 1995. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Liz Kovasckdtz for a detailed engineering review. Should there be any
questions concerning your project,the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project,prior to final action by the
Division.
If you have any questions,please contact Liz Kovasckdtz at [phone] extension 516. If the
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
Please reference the above application number when leaving a message.
Sincerely,
LLGG/I�CS=LUG
` ( Carolyn McCaskill
U Supervisor, State Engineering Review Group
cc: Asheville Regional Office
Laughter Austin &Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

�. e —_1A94 -442
• io
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management C ,
Non-Discharge Permit Application • ;
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL) -
ra�1
GRAVITY SEWER EXTENSION
,.
I. GENERAL INFORMATION: v ~
r_
MUD CREEK WATER & SEWER DIST .
1. Applicant (corporation, individual, or other): and HENDERSON COUNTY
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): James S. Erwin, Tr
Utilities Director
3. Mailing Address:
100 North King Street ° f,
City: Hendersonville State: N. C . Zip: 28792
Telephone No.: 7( 04 ) 697-4818
4. Project Name (subdivision, facility, or establishment name - should be consistent with ;n :-A
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
UPWARD INTERCHANGE' "PROJECT'
5. Application Date: Feb 28 , 1995 6. Fee Submitted: $ 40p. 00
7. County where project is located: Henderson
II. PERMIT INFORMATION:
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 a renewal or modification to an
existing permit, list the existing permit number N/A and issue date
4. Specify whether the applicant is XX public or private.
FORM: GSEA 4/91 Page 1 of 6

GJZAVITYsEWERLXILNv iIUty
PAGE 2 )1)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: 1t 0_% 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
5. Volume of wastewater generated by this project: 15 , 000 gallons per day
6. Explanation of how wastewater volume was determined: Motel and
restaurant .
IV. DESIGN INFORMATION:
1. Brief project description: Gravity server main .
2. Name of wastewater treatment facility receiving wastewater: City Of Hendersonville
a. Facility permit no.: NPDES #NC0025534
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: The ' City of Hendersonville has
agreed to receive this wastewater .
2of6

GRAVITY VER EXTENSION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: C
Dia. Length Pipe C or N Min. Max. Minimum Max. Mitumum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover(in)
12 �/9z PVC 150 0 . 28 0 . 28 _:2: _ 6
12 .31Z : DIP 140 0 . 28 0 . 28 2 36
'8- 750 PVC 150 1 . 0 9 . 5 _ ?
NOTE: The minimum velocity must not be less titan 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: 318 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? XX Yes No.
8. Sewer subject to existing or planned traffic bearing loads? XX Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
Carrier is encased with steel conduit nice to meet
NCDOT specifications for streets and highways .
9. Outside drop manholes are provided where invert separations exceed: NIA feet.
10. Identify (by manhole number) those manholes that have drop connections: NSA
3of6

PAGE " `l/91)
1 1. Maximum allow; infiltration/exfiltm,ion test rate:
Note: Must not exceed 200 GPD/pipe dia. in./mile. 1 u u 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 XX
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? XX Yes._No
13. Are manholes subject to flooding? _YesXX 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
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: N/A
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 idetitifred 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 EXTENSION
PAGE 5 (4/91)
• Name and Complete Address of Engineering Firm: Laughter , Austin Ft Associates , P.A.
131 Fourth Avenue East
City: Hendersonville State: N. C. Zip: 28792
Telephone No. 7 04-6 9 2-9 0 8 9
Professional Engineer's Certification:
1 Jon H. Laughter , attest that this application forS ewer Main Extension to
serve Mud Creek W/S District and HendUMAnCr@R9,uYd 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.` PE 4 066
Print Name of Engineer Jon H. Laughter
• �pfFHfry,„r
Seal and Sign It
ure (specify date): o 'l
1
(-
.Applicant's Certification: 'v, t�! ► 6i0 �,�� i
1, J-4/11 E5 S 1 141tkj/ 7P attest that this applica`Libff ftir�;�
Sewer Main Extension to serve Mud Creek W/S District and Henderson County
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 1+hsy G:.r. '^^ Date 9s
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

GRiAV I I Y JL• W ILK cn i nw31UIN
PAGE '91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT,OUT, .
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. 6 of 6

EEEto of North Carolii
rHealth
epartment of Environment,
and Natural Resources
ivision of Environmental Management AF5TA
��
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E f--i N F1 VVV Preston Howard, Jr., P.E., Director
Q
January 23, 1995
MR JOE ROBERT CROWELL
CSR DEVELOPMENT
606 KANUGA STREET
HENDERSONVILLE, NORTH CAROLINA 28759
Subject: Application No. WQ0010536
Saddlebrook Homes II
Sewers-Private
Henderson County
Dear NIR CROWELL:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 20, 1995. This application has been assigned the number listed
above. PLEASE REFER TO THE ABOVE WATER QUALITY NTJMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Buzz Crosby for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this projea prior to final action by the
Division.
If you have any questions, please contact Buzz Crosby at [phone].
Sincerely,
Car lynMcCdskill
U Supervisor, State Engineering Review Group
cc: Asheville Regional Office 4 o
William G.Lapsley &Associates
���yyy Pollution Prevention Pays
, 11 �. (� P.O. Box 29535, Raleigh, North Carolina 27626-0535 Teleph e 919`7 3770 -
IVO An Equal Opportunity Affirmative Action Employe p5..

.I:'J 9
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: Y p�
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):
F?>`r:54l pf rJ 1
3. Mailing Address: (,�O!7
City: P V)Li eiG State: G� Nr G! Zip:
Telephone No.: 004
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs.,letters of flow acceptance, Operational Agreements, etc.):
Tit=L2_ � 7
5. Application Date: I 11019r2
p�6. Fee Submitted: $ i
7. County where project is located:
11. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): Q U(D I0�;3(o
2. Specify whether project is: 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 pem-iit number and issue date
4. Specify whether the applicant is public or K private.
FORM: GSEA 4191 Page 1 of 6

GRA" e SEWER EXTENSION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater.ACV % 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.:
�Ir:�iI�NYi�-I, uNI1y
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: 0��.�
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 /ice
5. Volume of wastewater generated by this project: z; Z 40 gallons per day
6. Explanation of how wastewater volume was determined: 120 o�,IAON(zl Er--
3 . T - T
IV. DESIGN INFORMATION:
1. Brief project description: 61,0IJ Ci
`7 i
i
2. Name of wastewater treatment facility receiving wastewater: F
a. Facility permit no.: N L60 ze6 74
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: C(fY DE WNWL)C- S VILLE ASV15E5
1 RI �.OI� 15��i✓(�M S�IIIein 0AUE SUMICIEI�I
2of6

GRAVITY SEWER EXTENSION
PAGI '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: i 00
Dia_ Length Pipe C or N Min. Max. Minimum Max. ' Minimum
(In.) (Lin. Fr) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
0 �f)Z b,�, 100 l%i y �
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 speed
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:.MJ linear feet.
6. This sewer line segment occurs between manhole no. and manhole no. Z
7. Does the owner/operator have the ability to clean this length? Yes No.
8. Sewer subject to existing or planned traffic bearing loads? K Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
� vY 1DO i Y ?,[M
9. Outside drop manholes are provided where invert separations exceed: �- feet.
10. Identify (by manhole number) those manholes that have drop connections: L
3of6

GRA\ C SEWER EXTENSION
PAGE 4 (4/91)
11. Maximum allowable infilttadon/exftltradon test rate:
Note: Must not exceed 200 GPD/pipe dia. in./mile. I OO GPD/pipe dia. in./mile.
12. Minimum separation distances as shown on the plans or addressed ill the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? j Yes _No
b) 12 in. vertical separation from storm sewer or ferrous pipe J
sanitary sewer specified? Q Yes _ No
c) 10 ft- horizontal separation from water mains or 18 in. vertical /
separation (water over sewer) or ferrous pipe specified? i\Yes _ No
13. Are manholes subject to flooding? _Yes _�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:
17- Does this project involve any stream crossings? _K yes _no. If.yes, what precautions
or special features have been utilized to ensure protection of the sewer line and nor
restrict stream flow? Ide of t e sheet of c plans and station number where strean-L
crossings are located 1!,. .4 i L ��� 5V r -
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, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitred 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

GRP TtTTY SEWER EXTENSION
PAC (4/91)
Name and Complete Address of Engineering Firm:
City: i i State: IV G i Zip: Z
Telephone No. -0A — cez 1
Professional Engineer's Certification:
I, L& LEY , attest that this application for
Ll 54/sue' Z 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.
I,-i
Print Name of Engineer _ y
Seal and Signature (specify date):
Applicant's Certification:
attest that this application for
7--
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
Signature/ /u t^ �• lw / ( iYo w--l/ Datc � ICf
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

MEMO TO: State Review Group Division of Environmental Management
Asheville Regional Office
FROM:—Forrest R. esI WQ Regional Supervisor 2 9 95
SUBJECT: Procedure dr (4)
APN WO00105 6 State Review Group
Saddlebrook Homes II Review Engineer—Buzz Crosby
Joe Robert Crowell
CRS Development
606 Kanuga Street
Hendersonville, NC 28759 /uv/
Henderson County Regional Office Contact_Pa 1 R. White
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 /30/95
4) Compliance Information: Present treatment plant performance
for previous 12 months beginning 1_/12_/94_
Permits/SOC Limits Monthly Average
SEE 'ATTACHED MP screen does not accurately reflect limits .
5) Quantity and type of wastewater from proposed sewers:
12 , 240 Qpd
domestic 1000- industrial other
6) Volume from previously approved projects not yet tributary to
WWTP Estimated 429 , 610 GPD. See table on following page.
7) Regional Recommendations: APPROVAL
The average daily flow for calendar 1994 is 2 . 795 mgd. Although
permitted flows which are not yet tributary to the system total
0 . 042961 mgd, actual flows are expected to be less . In the case of
General Electric, the City has allocated a net increase of only 0 . 16
mgd. GE has been undergoing water conservation modifications to meet
this city imposed flow limit. In addition, the City is still making
repairs to the collection system to reduce I/I, which is more
damaging to the operation of the treatment plant than uniform flow.
The City has an NPDES permit which allows expansion on site, but the
City has applied for a permit for a larger site which will be
sufficient for a longer planning period, will discharge to the French
Broad River, and will be more regional in its ability to serve areas
around the city.

Y
CITY OF HENDERSONVILLE
SUMMARY OF PERMITTED FLOWS
FEBRUARY 9, 1995
NOT
PROJECT WO# APPROVED MGD CERTIFIED TRIB
Lake Pointe Landing 1153 2-10-89 . 06204 6-15-94 . 06204
(Cherry Branch)
General Electric 7137 12-21-92 . 240 2-10-94 . 22584
Sugarloaf Apts . 7491 6-25-93 . 017205 5-17-94 . 01705
Stonebrook Subd 7537 7-9-93 . 0234 no -0-
Bright Oaks Subd 8224 9-3-93 . 009 3-16-94 . 009
(Country Meadows)
Carriage Park P1S3 8288 9-3-93 . 00432 3-16-94 . 00432
Cherry Br. Sewers 8653 12-3-93 see Lake Pointe Landing -0-
(Interceptor Project)
Appleland Bus . Park 9046 4-18-94 . 022 no . 022
Carriage Park P2S3 9479 6-30-94 . 00864 no . 00864
Spring Arbor 9715 8-15-94 . 0036 no . 0036
Sharon' s Crossing 9732 9-13-94 . 0096 no . 0096
Blue Ridge Villas 1945 8-31-94 no add' 1 no -0-
9794
Maple Village 9836 9-30-94 . 0056 no . 0056
Carriage Park S6 10144 11-17-94 . 01584 no . 01584
Carriage Park S25 10038 11-23-94 . 01224 no . 01224
.Carriage Park S25 10040 11-23-94 . 0036 no . 0036
Dellwood Apts . - Easter 10119 12-12-94 . 03024 no . 03024
Mountain Home Ind. Park 10120 12-7-94 . 054862 no -0-
TOTAL: . 42961