WQ0021557_Regional Office Historical File 1999 to 2002

State of Nor h Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Division of Water Quality
WATER QUALITY SECTION
July 24, 2002
Mr. Dennis Aldridge, Maintenance Supervisor
Crossnore School
Post Office Box 249
Crossnore, North Carolina 28616
Dear Mr. Aldridge:
4 0 0
NCDEiTR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Permit No. WQ0021557
Crossnore School
Replacement Sewers
Wastewater Collection System Rehab
Avery County
In accordance with your application received July 8, 2002, please find attached Permit No.
WQ0021557 for the construction and operation of the subject wastewater collection system
replacement and rehabilitation. This Permit shall be effective from the date of issuance until rescinded
and shall be subject to the conditions and limitations as specified therein. This cover letter shall be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that the
wastewater collection facilities be properly operated and maintained in accordance with 15A NCAC 2H
.0227 or any individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed -project meets the appropriate design
criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute 143-215.6A through 143-215.6C, construction of additional or replacement
wastewater collection facilities, and/or referral of the North Carolina -Licensed Professional Engineer
to the licensing board.

Dennis Aldridge
July 24, 2002
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Crossnore School for the construction, replacement and operation of approximately 1,930*
linear feet of 8 inch PVC gravity sewer and 170 linear feet of 8 inch DIP gravity sewer, pursuant to
the application received July 8, 2002, and in conformity with 15A NCAC 2H .0200; the Division's
Gravity Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting data subsequently filed and approved by the Department
of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the Town of
Crossnore Wastewater Treatment facility (NPDES Permit No. NC0026654) prior to being discharged
into the receiving stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon,written request within 30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be
final and binding.
If you need additional information concerning this matter, please contact Mr. Mike Parker at
828/251-6208.
Enclosure
xc: Avery County Health Department
Non -Discharge Permitting Unit
Vaughn & Melton -Asheville
Mike Parker
Sincerely,
r
Alan W. Klimek
2

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
CROSSNORE SCHOOL
SEWER.SYSTEM REPLACEMENT AND REHABILITATION
PERMIT NUMBER WQ0021557
. This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit: 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting materials
unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2H .0227:
a. The sewer system. shall be effectively maintained. and operated at all times to prevent
discharge to surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 213 .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall
be actively maintained.
C. An operation an& maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every
day, as defined in 15A NCAC 213 .0503(5). Pump stations that are connected to a
telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.

WQ0021557
A general observation of the entire sewer system shall be conducted at least once per
year.
g. Inspection and maintenance records shall be maintained for a period of at least three
years.
h. Overflows and bypasses shall be reported to the appropriate Division Regional Office
in accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as
required by North Carolina General Statute 143-215.1 C.
4. This permit shall not be transferable. In the event there is a desire for the wastewater facilities
to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the
existing utilities nor result in an overflow or bypass discharge of wastewater to the surface
waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a
certification, a copy of the construction record drawings, as well as supporting design
calculations for any pump stations permitted as part of this project shall be received from a
North Carolina -licensed Professional Engineer certifying that the facilities have been installed
in accordance with this permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Station and Force Main adopted June 1, 2000 as
applicable; and other supporting materials. If this project is to be completed in phases and
partially certified, you shall retain the responsibility to track further construction approved
under the same permit, and shall provide a final certificate of completion once the entire
project has been completed. A copy of the construction record drawings, indicating the
facilities constructed in the phase being certified, shall be submitted with each partial
certification: Mail the Engineer's Certification, one copy of the "Construction Record
Drawings", and one copy of the supporting design calculations to the Non -Discharge
Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7, A copy of the construction record drawings shall be maintained on file by the Permittee for the
life of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H
.0200; the Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable;
the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Station and
Force Mains adopted June 1, 2000 as applicable; and other supporting materials may subject
the Permittee to an enforcement action by the Division, in accordance with North Carolina
General Statutes 143-215.6A through 143-215.6C.
4

PQ002IF557
9.. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of additional or
replacement facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river
buffer rules in 15A NCAC 213 .0200, erosion and sedimentation control requirements in 15A
NCAC Ch. 4 and under the Division's General Permit NCG0100000, and any requirements
pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
828/251-6208 as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
12. This permit shall be for the construction of replacement gravity sewers of the wastewater
collection facilities only.
Permit issued this the 24th day of July, 2002.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Ian W. Klim6k. P.E., Director
ivision of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0021557
5

Permit No. WQ0021557
July 24, 2002
ENGINEER'S CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, Sewer System Replacement and Rehabilitation, Town of Newland. N.C., Avery County
Project Name Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within
substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings" of the wastewater collection system extension as well
as supporting design calculations for any pump stations permitted as part of this project. This project
shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Any wastewater flow made
tributary to the wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
on

VAUGHN & MEL N
Consulting Engineers
1318-F PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28806
[phone]
FAX [phone]
TO
WE ARE SENDING YOU N/Attached ❑ Under separate cover via
> ❑ Shop drawings ❑ Prints
❑ Copy of letter ❑ Change order
❑ Plans
LIE'TUIEN OF UNaRn- i YTU,aL
DATE JOB NO.
3c-) 0-3
ATTENTION .n
RE:
CrDSS�U �C �00�
❑ Samples
following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
cY o 'S'.s V\b 1f Z
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
s requested ❑ Returned for corrections
REMARKS
❑ For review and comment ❑
❑ FOR BIDS DUE
19
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED: C41 A& (2- &&,�
11 wnnlncnrac aio nnf ac nnfari 4inrlly nnfily rrc of Wore

r
TOWN OF CROSSNORE
P.O. Box 129
Crossnore, NC 28616
828-733-0360
July 19, 2002 Fax:[phone]
TO WHOM IT MAY CONCERN:
The Town of Crossnore is aware of the renovations to the water and sewer system
of Crossnore School, Inc.
The Town of Crossnore is in agreement with their plans.
TOWN OF CROSSNORE
Edward T. Vance, Mayor
�r� n�,
jVv_ 3 go
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l;r f;J •fir, •. "'�iC�"
A• _gin

07/09/02
Permit Number WQ0021557
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, &
Pressure Sewer Extensions
Primary Reviewer
forrest.westall
Permitted Flow
Facility
Facility Name
Crossnore School Water & Sewer
L B&R�RctnrM IAYe '�
Owner
Permit Tracking S]
Status Project Type
In review New Project
version Permit Classification
Individual
Permit -Contact Affiliation
Major/Minor Region
Minor Asheville
County
Avery
Facility Contact Affiliation
Owner Name Owner Type
Crossnore School Non -Government
Owner Affiliation
Dennis Aldridge
Post Office Box 249
Crossnore NC 28616
Dates/Events
Draft Scheduled Public
Orig Issue App Received Initiated Issuance Notice Issue Effective Expiration
07/08/02
Regulated Activities Requested/Received Events
NULL RO staff report received
RO staff report requested
Additional information requested
Additional information received
Outfall NULL
waterbody Name Stream Index Number Current Class Subbasin
i �

PrVAUGHN & MEN
Consulting Engineers
1318-F PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28806
[phone]
FAX (828)n253-4864
TO
-03
WE ARE SENDING YOU ltrAttached ❑ Under separate cover via the following items:
> ❑ Shop drawings
❑ Copy of letter
❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
ors
THESE ARE TRANSMITTED as checked below:
E�'For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑ —
❑ FOR BIDS DUE
:LAb/_1:121V
COPY TO
19
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
SIGNED: Mat,,
11 nnnln c��.ec nrn nnf ne nnfori 4inril�r nnlihr sic nl nnnn

i Engineers -Architects ��' V l t U,7A5 1 CP.O. BoA 079K
1318 F Patton Avenue Asheville, NC 28802
Asheville, North Carolina 28806 66 85/531
PO Box 16339
Asheville, North Carolina 28816
�1 �
DATE ! -2 CHECK NO. 2997 AMOUNT y0D "-
PAY��---
TO THE
ORDER'
OF
AUTHORIZED SIGNATURE

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL. .,r UL I i
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
it' is in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
ti for the permit application.
A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
B. Attachment - Submit the completed and properly executed Form WSCA 10/99 for each watershed within the project
location.
C. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of Environment
and Natural Resources (NCDENR).
D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utility franchise for the area to be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not been issued, provide two copies of a letter from the NC
Utilities Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected.
9�E. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.) that will be owned by a homeowners' association or developer. If the applicant is a homeowners' association, use
4Form HOA 10/99. If the applicant is a developer, use Form DEV 10/99.
F. Flow Acceptance Letters — If the owner of the downstream sewers and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum. information: applicant and project name, amount of flow accepted, and
name and permit number of the receiving sewers/WWTF. The flow acceptance must not expire prior to permit
issuance and must be dated less than a year prior to the application date. Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter.
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
NON -DISCHARGE PERMITTING UNIT
By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: [phone]
FACSIMILE NUMBER: [phone]
For more information, visit our web site at: h2o.ennstate.naus/ndpu/
Sc Lei ll ,1 •
FORM: FTA 06/00 Page 1 of 5 J

Application Number:, "Uuv 55r](to be completed by DWQ)
I. GENERAL INFORMATION:
1. Applicant's name (name of the municipality, corporation! individual, etc.):
t—%'o S5 N C)r�P 5--k- Cat)
2. Owner's orsigningofficia�l''s� name and title (,1 SA NCAC 2H-.0206(b)): ;
3. Name and complete address of applicant: CroSSv\c)v e Sc,y\�ac;
Po Roy ;Q4q
City: �xQs,Svy0V e State: Atr Zip:
Telephone number: (Y 733- y 3 0. Facsimile number: ( c�)$) 733 - 3 a J�o
4. Project name (name of the subdivision, facility or establishment, etc.): CYU.SStr\ a r-,
SCN,00 ( U_)CA-Qr Ar
5. County where project is located: AV 2Y�4
6. Fee submitted: $ L100 , (See Instruction C.)
7. Name and complete address of engineering firm: V Cug�u A- Me I {OVX Co t- Sc t V v�
1� 13 IL 1= {act ffi., lAoe
City: 1` CS`'�P_�; t State: Ac_� Zip:
Telephone number: ( 'RA'�- 2_7rf (a Facsimile number: ( 9X, ) ?(0q
8. Name and affiliation of contact person who can answer questions about application:
-Mike P. e �_-�r iMC�_V , 0 G. Me 1 f VtX
II. PERMIT INFORMATION:
1. Project is: I— new; modification `_ f
2. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number
3. Applicant is: public .- private
If private, units (lots, townhoom-bees, etc.) are:
If sold, facilities owned by a:
III. INFORMATION ON WASTEWATER:
and the issuance date
leased (Skip to item III.); sold
public utility (See Instruction D.);
homeowners' association/developer (See Instruction E.)
1. Please provide a one- or two -word description specifying the origin of the wastewater (school,
subdivision, hospital, commercial facility, industry, apartments, condominiums, etc.): U 0 e.
SA.001
2. Volume of wastewater generated by this project: 0 gallons per day
3. Explanation of how wastewater flow was `determined (15A NCAC 2H .0219(1)): !4n ixew J o Ca3
4. Nature of wastewater: i0 o % Domestic/Commercial; % Industrial;
FORM: FTA 06/00
% Other waste - specify:
Page 2 of 5
�. '�:.E;GE P1_
,oaf-, _.,��.

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: {r11� CcG
6, S�'C� C� 1l Y\P_
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
3. WWTF permit number (NC00***** or WQ00*****): 1nC00 a(-"['F: L4
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.):
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
g11 V°GI
q3Q
0
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? V Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted: h 1 A
No. or
Name
Design Flow
(MGD)
Pump Operational Points
GPM @_ feet TDH
Reliability Option
Selected
FORM: FTA 06/00 Page 3 of 5

Summaryof FORCE MAIN to be permitted: Y% 111
Diameter Length
(inches) (linear feet)
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist, odor control equipment, mechanical bar
screens, etc.): r\ I Ifs
10. Do the subject pump stations and force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? Yes; No. If no, please identify criteria and explain:
NOTE: If you responded NO to item IVA and/or item IV.10. above, two (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00
Page 4 of 5

PPFPr
V. CERI'I1FICATIONS �` ✓`�
Profe.Wopal Engineer's Certification:
I -1t4t, 4" % A ��! kO `'; attest that this application for CUSS 61t�ir 2 Sc
4- Tv,k�\-,� — has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person
who knowingly makes any false statement, representation, or certification in any application shall be guilty of
a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
SEAL
'. 16267
n •.
C
.AA "a,� a • a-u--
"1-2-01
A=at
caI, this application for 0 v0s5 bore SJ - Oct
�C3}�r vJ2 r �t{vLC�'� Lk k�2 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 pack e will be returned to me as incomplete. Note: In accordance with NC General Statutes
143-2.6A an 1 3-215.613, any pe s�' n who knowingly makes any false statement, representation, or
certification in ny application shall142-1 of a Class 2 misdemeanor which may include a me not >o
exceed $10000 s w 11 as ci it penaltis $25,IN per violation. //////
Signature: 4 ,a n WAV Date: 65
FORM: FTA 06/00 Page 5 of 5

- rHut I nz
04 = 34P ughn & Melton 3 763 4864
_ f'.U2
State of North Carolina O D� %J�,l
Department of Environment and Natural Resources ,/
Division of Water Quality G{J� D
WATERSHED CLASSIFICATION ATTACHMENT
Any chanties made to this form will result in the ltpplication being returned.
(7'NRS FORM MAYBE PHOTOCOPIf0 FOR (lSFRSAN(U/ZlCINAL)
INSTRUCTIONS:
To determine the classification of the watershed(&) in which the rib'eet Project will k located, you are required to
m1hrn►t this form, with items I thmugh 9 complcted, to the p i&I* 131vlsloa of Water Quality ReQionai Office Quality Suporvistlr (sc c Page 2 of 2) prior to submittal of tbs ttppycgion for mvietw. At a minimum, you must
include an 8.5" by 1 I" copy of the portion of it 7.3-minute USOq Tempgraphic Map that shows the surface waters
immediately duwnslope of the project. You must identify the location of the proJect and the closest downslope
surfac:c waters (waters for crhich you ate eegtrestlag the alaftsiflcId6n) or the submitted map copy. If tht: facility is
located 1n 1he Neuse River Basin, also include a copy of the gMI purvey, map for the proJ eet location. The
corresponding non�ischarge ■ lleation mtty not be submitted until this form Is completed by the appropriate
regional office and included wit submittal.
1. Applicant's name (-me of the municipality, eorporatlon, individual, etc.): _
Name and c�o-tr-t
JIJ
n'plete address of applicant ,_ �^
City:CID 5 na 1"e` — State: . Air
--zip:
Telephoto number. Facsimile number: OMi
)•�
3. 1'roiect name (name of'the subdivision, facility or establiahrdem, ate,), _
4. County where project is located:
5 warn*) of closest surface waters: eck
6. River bRsin(s) in which the project is located:
7. Tupogmphic map 1><Ttttept+d f ' qqq
6 North Carolina Professintlei
aturc, and date: 4�.•''n�N CA_���''� . —
t
JUL - Z01.
�gtgAL
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR ✓F� N���
Please provide me with the classification(R) of the surface waters, watt:rshed(s), and
appropri$� e1� (s) where
these activities will occur, as ide.,tified an the attached leap segment:
Namc(s) of Qurfaee waters and river basinW;
Classification(s) (as established by the M4C); C rrA,ew,_ C
Proposed clwxifieation(s), if applicable -
River basin bufferrulcs, i 1, applicable:
Signature of regional office personnel:
DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional Office Fayetteville Reeonal Offliee Mooresville Regional Offlcc
WQ'Siopervisor WQ Supervisor WQ Supervisor --
FORM: WSCA 10/99 Page I of 2 77.
) 0<<

in & Melton
8� 253 4864 P.02
P-
01:30P Va
TO WHOM IT 4Y CONCERN:
TOWN OF CRONORE
P.U. Box 129
Crossnore, NC 28616
928-733-0360
July 19, 2002 Fax# [phone]
The Town of rossnore is aware of the renovations to the water and sewer system
of CrossnoreISchool, Inc.
The Town of trossnore is in agreement with their plans.
TOWN OFF CROS$NORE
Edward T. Vaice, Mayor

Jul-23-02 01:30P Vaucghr Melton 828 `e 4864
Fax Transmittal
Englieering
I&"
Vaughn h Helton
Architecture
2 3-2002
L. .
To:
ATT:
Photogrammetry 4, Surveying
1318-F Patton Avenue
Asheville, NC 28806
828-253-2796
Fax: [phone]
wWw.vaughnmelton.com
[e-mail]
Date: R3 09,
From: L YYc'Y\
Fax M ` Number of Pages:
Phone Number: Subject: SI
Cornm4nts:
{A -co,
10,-, ,,1 U,1\ Ao-V j -,e8
The inform tion transmitted is intended only for the use of the Individual or entity named on this
transmissiah sheet, The information is confidential and legally privileged. If you are not the person
for whom t , is transmission is intended, please deliver to the intended party. Any disclosure, copying,
distribution `or taking of any action in reliance on these documents is strictly prohibited by anyone
other than t1ke intended recipient of said information.

ppprr,
04 = 34P Vai, n & Mel tan 8: 253 4864
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(THIS FORMAMYBE PHOTOCOPIF.n FOR USE AS AN ORIG11VAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items I through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality ."supervisor (see Page 2 of 2) prior to submittal of the application for review. At a tninimum, you must
include an 85' by l V copy of the portion of a 7.5-minute USES Topographic Map that shows the surface waters
immediately downslope of the project_ You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional oMcc and included with the submittal.
1. Applicant's name (name of the municipality, corporation, individual, etc.)-
2. Name and complete address of!applicant: ._ }r, �
o2'i Q
City: �YC-65 IND t`<. State: ice... Zip: lD
Telephone number: ($ )33 - 3 Facsimile number_ () `T 33 3C:
3. Project name (name of the subdivision, facility or establishment, etc.):
4. County where project is located: H.J e-
5- Name(s) of closest surface waters:
6. River basin(s) in which the project is located:
7. Topo�raphicli�iaP nanne,polate,f
Y q .. J i.J !� 'l, •. I F• M. 1
S. North Carolina Pro es5ional= nginc r s== cal, s�gnaturc, and date:
5' 'JUL - 2 2002
Y � _n
Ij tiYl
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
M
Please provide me with the classification(s) of the surface waters, watershed(s), and
these activities will occur, as identified on the attached map segment:
Name(s) of surface waters and river basin(s):
Classification(s) (as established by the EMC): (r"jcs va P,� t✓ C
Proposed classification(s), if applicable:
4A L
1141(
rrN
where
River basin buffer rules, if applicable:
Signature of regional office personnel. Date: D Z
DIVISION OF WATER QUALITY REGIONAL OFFICES
Asheville Regional Office Fayetteville Regional Office Mooresville Regional Office
WQ Supervisor WQ Supervisor WQ Supervisor
FORM: WSCA 10199 Page 1 of 2
P_02

Jul-02-02 04:34P Vaughy Melton 828 2 4864
Fax Transmittal
INV
Vaughn & Melton
1318-F Patton Avenue
Asheville, NC 28806
828-253-2795
Fax: [phone]
E-mail: [e-mail]
To:. Y\
ATT:
Fax #: 151 - 'Sel
Phone Number: 3L Lk- laao
Date: 2. u
From: L_"J w �
Number of Pages:
Subject: )�,ga C.\c&_<,J'Cc-vWOk--
Comments: �!1eose o«A o-A-ci
bW
s
The information transmitted is intended g"I for the use of the individual or entity named on this transmission sheet. The
information is confidential and legally privileged. If you are not the person for whom this transmission is intended, please
deliver to the Intended party. Any disclosure, copying, distribution or taking of any action In reliance on these documents
is strictly prohibited by anyone other than the intended recipient of said Information.

2 04:35P Va in & Melton 8 253 4864 P.03
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PHONE:
N. C . DEPARTM___ I' OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
828/251-6208 FAX: [phone]
TO: V
6/eViv
FAX # : eZo4 " 2
FROM:
DATE:
# OF PAGES INCLUDING THIS COVER: Z
MESSAGE: If questions, please call 828/251-6208.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
% Wayne McDevitt, Secretary
VI/
Kerr T. Stevens, Director
a
Mr. David Wright, Mayor
Town of Crossnore
Post Office Box 129
Crossnore, North Carolina 28616
Dear Mr. Wright:
Ag
W'A
•
1 ow 9 lllftl�k
Nt�R
N � Cis-
NORTH C4ROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL !RESOURCES
May 13, 1999';--�
Subject: Application No. WQ0016579
Additional Information Request
Crossnore Elementary School
Sewer -Public
Avery County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of
the subject application. Additional information is required before we can continue our review.
Please address the following items no later than June 14, 1999:
General:
1) Please confirm whether or not the six-inch diameter sewer service from the school
building to Manhole No. 4 is to be permitted by the Town of Crossnore under this
application. If this is the case, Regulation NCAC 15A 2H .0219 (i) (2) (F) requires
that all public sewers shall be constructed of minimum eight -inch diameter pipe.
Please amend the design documents and Page 2 of 10 and Page 3 of 10 of the
submitted application form accordingly. Note that aprofile of the subject sewer
will be required for submission as well.
Wastewater Flows:
1) The wastewater flow rate used to compute the total flow to be generated by this
proposed project is one that is typically used for day schools with a cafeteria,
gymnasium, and showers. Please verify that the Crossnore Elementary School will,
in fact, have these types of facilities.
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

Pumping Station Design:
1) It is the Division of Water Quality's (hereinafter Division) understanding that relief
is being requested with respect to the pumping station power reliability
requirements, as allowed for by Regulation 15A NCAC 2H .0219 (h) (3) (D). If
this is the case, please provide a letter from the power supplier that gives three
years' worth of data regarding the,nature, frequency, and length of all power
outages affecting the feeder circuit from which the subject pumping station is to be
served. Finally, in light of the recent enforcement guidelines affecting collection
system and sanitary sewer overflows, please revisit the design approach to this
issue. Note that if a portable generator is to be proposed by your resubmission for
use at this site in the event of a power failure, please provide the Town's
contingency plan for handling such a situation. Specifically, this plan should clarify
how many pumping stations the stand-by generator is going to serve, the anticipated
response time, notification procedures, and responsible personnel.
2) Note 10 on Sheet 4 of 5 of the drawings states that an autodialer is to be provided at
the proposed pumping station control panel; however, the electrical plan and riser
diagram do not indicate that an autodialer is to be installed. Please clarify this
apparent discrepancy, and amend the design documents as necessary.
3) The pump elevation is higher than the outfall elevation. Please describe or
otherwise show how siphon conditions will be prevented.
4) The selected pump for the proposed pumping station will have an efficiency of less
than 30 percent at the selected design point. Please confirm that there is not a more
applicable pump for this situation.
5) Please submit the following:
♦ Dimensions for the final pump selected.
♦ Flotation calculations for the proposed pumping station.
6) It was difficult to determine from the "Pump Station Site Layout" detail on Sheet 4
of 5 of the drawings whether or not an all-weather roadway is being provided to the
site, as required by Regulation 15A NCAC 2H .0219 (h) (8). Please amend the
design documents to reflect this requirement. .
7) Regulation 15A NCAC 2H .0219 (h) (2) requires that pump on/off float elevations
shall be set such that between two and eight pumping cycles per hour are effected..
Verification calculations show that, when the average daily flow is prorated for an
eight -hour school day, 11 cycles per hour will occur with the current design. Please
amend the design, and submit revised calculations and design documents
accordingly.

FV
Pumping Station Design (continued):
8) The Division suggests placing the high water alarm float at the. same elevation level
or below the lag pump on float in the pumping station wet well. This setting will
indicate a failure of the lead pump while the lag pump is still available. Please
consider amending the proposed pumping station design to provide this additional
guarantee against failure.
9) Sheet 4 of 5 of the drawings do not detail of what material the chain hook, the rail
guide support, and the upper holddown are to be manufactured. Please provide
additional information about the construction of these items proposed for
installation within the pumping station wet well.
10) Page 5 of 10 of the submitted application form states that the proposed pumping
station is not subject to flooding. The drawings, however, indicate that the wet well
is elevated at least a foot above the 100-year flood elevation. Please amend and
resubmit this page to reflect the fact that the proposed pumping station is subject to
flooding as well as that the top of the pumping station wet well will be elevated
above the 100-year flood elevation, as shown in the drawings.
11) Note 4 on Sheet 4 of 5 of the drawings indicate that NEMA 4X electrical and
control cabinets are required for installation at the proposed pumping station site.
The electrical plan and riser diagram, however, state that NEMA 3R-rated cabinets
are sufficient. Please correct this apparent discrepancy.
12) Please describe what type of cross -connection control device will be provided on
the water service to the yard hydrant at the proposed pumping station site. Submit
revised design documents accordingly.
Force Main Design:
1) The crossing between the proposed force main and a storm sewer at STA 9+00 is
not shown in the profile view. Please amend and resubmit the drawings, so that
adherence to Regulation 15A NCAC 2H .0219 (i) (2) (G) (i) may be verified.
2) The crossing between the proposed force main and a water line at STA 9+20 is not
shown in the profile view. Please amend and resubmit the drawings, so that
adherence to Regulation 15A NCAC 2H .0219 (i) (2) (G) (ii) may be verified.
Gravity Sewer Design:
1) Page 3 of 10 of the submitted application form states that the maximum
infiltration/exfiltration rate for sewers is to be 200 gallons per day per inch of pipe
diameter per mile of pipe. Note that Regulation 15A NCAC (i) (2) (D) requires that
this criterion not exceed 100 gallons per day per inch of pipe diameter per mile of
pipe. Please submit a revised page for the Division's inclusion in the approved
permit file.

Gravity Sewer Design (continued):
2) There appears to be typographical error on Sheet 2 of 5 of the drawings.
Specifically, the leg of gravity sewer between the proposed pumping station and
Manhole No. 1 should be at a slope of 3.36 percent according to the provided invert
elevations and station locations.
3) The crossing between the gravity and storm sewer at STA 29+50 on Sheet 2 of 5 of
the drawings appears not to comply with the minimum vertical separation
requirements spelled out in Regulation 15A NCAC 2H .0219 (i) (2) (G) (i). Please
amend the sewer profile or specify a ferrous material with joints equivalent to water
main standards at this location. The revisions should be resubmitted for the
Division's review.
4) The crossing between the gravity and water line at STA 30+00 on Sheet 1 of 5 of
the Onsite Water and Sewer Plan is not shown in the plan/profile provided on Sheet
2 of 5 of the main drawings. Please amend the drawings, so that compliance with
the minimum vertical separation requirements spelled out in Regulation 15A NCAC
2H .0219 (i) (2) (G) (ii) may be confirmed.
Please reference the subject permit application number when providing the requested
information. All revised information, including letters, calculations, drawings, and
specifications, should be signed, sealed, and submitted in triplicate to my attention at the address
above. Please note that failure to provide this additional information on or before the above
requested date can result in your application being returned as incomplete.
If you have any questions regarding this request, please call me at [phone],
extension 353. Thank you in advance for your cooperation and timely response.
Sincerely,
Shannon Mohr Thornburg
Environmental Engineer
Non -Discharge Permitting Unit
cc: A_sheville_Re Honal Office,_Water_Quality_Sectionj
Permit .File WQ0016579
Ledford Engineering, Inc.

Prate of North -Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
April 2, 2001
71�TOWN OF CROSSNORE
DAVID WRIGHT
P O BOX 129
CROSSNORE NC 28616
lkfWA
&JA
4
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. WQ0016579
Crossnore School
Sewer -Public
Avery County
Dear Mr. Wright:
The Division's Non -Discharge Permitting Unit has received your signed and sealed certification
with record drawings. The Division hereby accepts this certification based upon its execution and
submittal by a North Carolina Professional Engineer. Please note that the record drawings will be
forwarded to the Asheville Regional Office and have not been reviewed. If a review is conducted,
you will be notified of any non -conformity with the Minimum Design Criteria.
If it would be helpful to discuss this matter further, I would suggest that you contact the Water
Quality Regional Supervisor at the Asheville Regional Office at [phone].
Sincerely,
Thelma Williams
cc: Asheville Regional Office, Water Quality Section
Central Files
Ledford Engineering
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]
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016579
ENGINEER'S CERTIFICATION
Partial Final
1, CAaA- Vc Cowls LL , 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,
C446G u ORS a-Lr=M tx (4AN Sc-UPOL `rewJJ of C e.-SMR-I , A,y E f (o .
Project Name Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and intent of
this permit, the ap ved plans and s ific 'ons, and other supporting materials.
Signature L .�`� `CRRU ��'%. Registration No. 0"L 0
Date �j • �' � �� C;:�p��SS�dj�;�a-� `� j
SEAL o =
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NON NPDES FACILITY AND PERMIT
DATA 03/30/01
09:07:03
PTION TRXIU 5OU KEY WQ0016579
JDRESS: DATA FACILITY APPLYING
FOR PERMIT APP/PERMIT
FEE-$ 400.00
REGION
ITY NAME> CROSSNORE,TOWN-CROSSNORE SCH 1
COUNTY> AVERY
01
MAILING (REQUIRED)
ENGINEER:
LEDFORD ENGINNERING,INC
STREET: PO BOX 129
STREET:
PO BOX 2217
CITY: CROSSNORE ST NC
ZIP 28616 CITY:
ASHEVILLE ST NC
ZIP 28802
TELEPHONE [phone]
TELEPHONE:
828 255 7596
STATE CONTACT> THORNBURG
,FACILITY
CONTACT DAVID WRIGHT,
MAYOR
TYPE OF PROJECT> SEWER -PUBLIC
LAT: LONG:
DATE APP RCVD 03/12/99
N=NEW,M=MODIFICATION,R=REISSUE>
N
DATE ACKNOWLEDGED 03/16/99
DATE REVIEWED
05/25/99 RETURN DATE
REG COMM REQS 03/16/99
DATE DENIED
/ / NPDES #-
REG COMM RCVD 03/31/99
DATE RETURNED
/ / TRIB Q
.0000 MGD
ADD INFO REQS 05/13/99
OT AG COM REQS
/ / TRIB DATE-
ADD INFO RCVD 05/17/99
OT AG COM RCVD
END STAT APP P 08/15/99
DATE ISSUED
05/28/99 DATE EXPIRE
FEE CODE( 7)1=(>1MGD),2=(>10KGD),3=(>1KGD),4=(<1KGD+SF),5=(S>300A),6=(S<=300A),
7=(SENDEL),8=(SEDEL),9=(CLREC),0=(NO FEE) DISC CODES 03 ASN/CHG PRMT
ENG CERT DATE 04/10/00 LAST NOV DATE / / CONBILL( )
COMMENTS: 6,000 GPD; 1,250 LF OF 8" GS, 1 83-GPM PS, 1,860 LF OF 4" FM
MESSAGE: *** DATA MODIFIED SUCCESSFULLY ***

April 4, 2000
Kerr T. Stevens
NCDENR
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Crossnore Elementary School -
Sanitary Sewer Line
Permit # WQ0016579
Certification & As -built Enclosed
Dear Mr. Stevens,
CAVANAU G H
Solutions through integrity and partnership
APR 0 7 2000
DIV. OF WATER QUALITY
DIRECTOR'S OFFICE
Please find enclosed one Engineer's Certification and one As -built for the project
referenced above. This should be all you need to complete this project. If you
need anything else, please contact me. Thank you for your cooperation.
Sincerely,
C��'
arty K. Barthelemy, IV, E.I.
Enclosures
CC: Mr. Gary Summers, Martin Boal, Anthony, & Johnson
G:\ADWGS\98-161\DOCSkSWRCERT.DOC

VAUGHN & MELTOR
Consulting Engineers
1318-F PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28806
[e-mail]
[phone] - FAX [phone]
TO nU I-& — �,Q
ace,
I
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints
❑ Copy of letter ❑ Change order
❑ Plans
LIEUTEM Oo F UMRSE0 UQL
DATE T
OB NO.
�J_5,D (D 3
ATTENTIO
RE:
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
Cer-h' 'CCL-h'c)a-,
pi� CIO
3 V
ApR
THESE ARE TRANSMITTED as checked below:
El For approval
El Approved as submitted
sl F r your use
❑ Approved as noted
❑ As requested
❑ Returned for corrections
❑ For review and comment
❑
❑ FOR BIDS DUE
20
REMARKS
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
I/ enclosures are not as noted, kindly notify us at once.

PE:•rnit No. WQ0021557
July 24, 2002
ENGINEER'S CERTIFICATION
Partial ✓ Final
1,
Pic .Aa.1 A. C 11v- ; 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
C<oss'aV e_ SG1.ov1 - �cossr�ore
project, Sewer System Replacement and Rehabilitation, , N.C., Avery County
Project Name Location and County
for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in
the observation of the construction such that the construction was observed to be built within
substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division)
Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials.
N CAF?O'`••
=' O oFE'ssioy
North Carolina Professional Engineer's seal, signature, and date: = SEAL
16267xx
2
P
3-z'7-o3
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings" of the wastewater collection system extension as well
as supporting design calculations for any pump stations permitted as part of this project. This project
shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Any wastewater flow made
tributary to the. wastewater collection system extension prior to completion of this Engineer's
Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions.
NORTH CAROLINA DIVISION 'OF WATER QUA @Ul
WATER QUALITY SECTION APR f�
NON -DISCHARGE PERMITTING UNIT 2 3 2003
1617 MAIL SERVICE CENTER ;
RALEIGH, NORTH CAROLINA27699-161 ASHCV'L«--TM
2

State Review Group
From: Forrest R. Westall
Water Quality Regi
Asheville Regional
Date: March 25, 1999
SUBJECT: Procedure Four (4)
isor,
APN W00016579 State Review Group
New Crossnore School Review Engineer Shannon Thornburg---
Sewers-Public
Avery County Regional Office Contact Mike Parker
1) Name of wastewater treatment plant to receive the wastewater
Town of Crossnore
2) WWTP design capacity
.070 MGD
3) NPDES Permit No. NC0026654 Expiration Date 04/30/00
4) Compliance Information:
Present treatment plant performance
for previous 12 months - beginning OIL02198
Permits/SOC Limits
SEE ATTACHED
Monthly Averaae
5) Quantity and type -of wastewater from proposed sewers:
6000 GPD
domestic XX
industrial
other
6) Volume from previously approved projects not yet tributary to
WWTP NA GPD
7) Regional R commendations: Approval XXX Denial

Fan
ate'of North Carolina 0
partment of Environment
d Natural Resources
ision of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
March 16, 1999
Mr. David Wright, Mayor
Town of Crossnore
Post Office Box 129
Crossnore, North Carolina 28616
Dear Mayor Wright:
NoR'
ENVIROI
Subject:
Al
New Crossnore scnooi
Sewer -Public
Avery County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 12, 1999. This application has been assigned the number listed above.
Your project has been assigned to Ms. Shannon Thornburg for a detailed engineering review. Should
there be any questions concerning your project, the review 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 Ms. Shannon Thornburg at 919/733-5083 ext. 353. 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 INQUIRES ON
THIS PROJECT.
Sincerely,
-k-f -1��
t-Mr. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
c s e¢Vil+le R 1�{5�ffce``Nater�Qta�lity. ,
:Bedford Engineering, Inc
V�w
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

RE C E=�\;!F;�
;n
;., 1 .,
State of North Carolina
Department or Environment, Health, and Natural Rlices� PGrm�tng
Division of Environmental Management
Non -Discharge Permit Application
(THIS FORM MAY DE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): o !,� �., o -� �_ i c% J A
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): D-4LJfcj LjJ - Lc el+ /;I
3. Mailing Address: 106 /S o x I Z S
City: 4 " 'o ss A o / e State: /V L Zip:
Telephone No.: (.[F'21-) ?3 Z _ O -7 G c3
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: Z J-pl 11C1 6. Fee Submitted: $ 400.
7. County where project is located:
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. Specify whether project is: V new; renewal*; modification.
*If renewal, complete only sections I through •III and applicant signature'
(on pg.9). Submit orily pgs. 1, 2, 9..(original and 3 copies of each).'Engineer
signature not required for renewal.
3. If this- application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
A. Specify whether the applicant is_public or private.
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
F,
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: �% Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
C L E✓Yl e&Za _v SC��yc
3. Indicate any parameter (and its concentration) that will be greater than normal domestic
levels:
4. If wastewater is not domestic in nature. what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
5. Volume of wastewater generated by this project: 000 _ gallons per day
6. Explanation of how wastewater volume was determined: 4,CV 77/;: xiv7s r Fi4, ol-7-Y
IV. DESIGN INFORMATION:
1. Brief project descriptions:
/20u [ AZ4V,71"
2. Name of wastewater treatment facility receiving wastewater: IOWA) DG �os5.yc,nr,�
a. Facility permit no.: Nc ooa
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: �c�r;��sTrL��1i� 7D *—rA s
2 of 10

GRAVITY SEWER EXTENSIurI & PUMP STATION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: Al
Dia. Length Pipe C or N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover. (in)
la 3i PVC as// 0.93 2- �/ � S.783�
` 2-o i� v-0// -0--M 20-73 _3,-71 3,7/ 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?
LJZ,4
5. Maximum sewer reach length between manholes: 397. linear feet.
6. This sewer line segment occurs between manhole no. and manhole no. S�
7. Does the owner/operator have the ability to clean this length? V Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
b/ AA f /Z / �4 "� %/1 c-C yivJ c �c
vs gItov
9. Outside drop manholes are provided where invert separations exceed: 9/l� feet.
10. Identify (by manhole number) those manholes that have drop connections: N
3of10

I
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91)
1 1. Maximum allowable infiltration/exfiltration test rate: _ZOO GPD/ pipe dia. in./ mile.
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? V Yes _ No
b) 12 in, vertical separation from storm sewer or ferrous pipe /
sanitary sewer specified? ✓ Yes- —No
c) 10 fL horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? Yes —No
13. Are manholes subject to flooding? Aes ✓No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, ZYes _ 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): VYes —No
16: Identify (by manhole number) those manholes that are vented:
17. Does this project involve any stream crossings? _ yes Zno. 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 EXTEN.5.JN & PUMP STATION
PAGE 5 of 10 (4/9-1)
V. PUMP STATION INFORMATION
1. Pump Station No.: (A separate sheet V.1 through V.15 should be
submitted for each pump station)
—
2. Name of closest downslope surface waters: C wnslope surface waters: (as established
3. Classification of closest doe 6 of dais applic.).
by the Environmental Management Commission & specified on page
as
4. If a power failure at this pump station could 'impa ew rated ters la prevent such impact, as
required describe 15A NCAC 2H measures0: are g
GPM .
5. What size pumps are provided? ©�
6. How many pumps are provided? GPD
7. What is the maximum capacity of the pump station. feet
g. What is the design total dynamic head'. ' S
. z _ y
9 How many pumping cycles will occur at the design flow rate9 l�cycles per hour
10. Check if provided at pump station:
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
enience Outlet
110V Electrical Conv
Flood/Buoyancy Protection Auto Dialer
High Water Alarm _J� Audible and Visu
11.
Diameter Length
(Inches) (Linear Ft)
12.
13.
14,
15
Summary of force main (by diameter size and pipe material):
Minimum Maximum Minunum
Velocity(fps) Vel.(fps) Cover (in)
Pipe
Material
High Low
Elevation Elevation
74 •&4
lr71
= / S/
G4
µme-- _-- --
Are air release valves provided a all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? _yes no
t to flooding? — Yes Z no. If yes, what measures are
Is pump station subjec
being taken to protect agait flooding
nsN /} Feet MSL
If subject to flooding, specify the 100-year flood elevation:
Vno
Are there existing or planned pump stations downstream of this statiotonadequately handle
If yes, the engineer shall evaluate the ability of those pump
the subject flows.

0
I
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: 6LA#1,V- i� g Ajuc /-1
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel: "4zY IL—�'Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1.
2.
Applicant (corporation, individual, or other ): %occ_IiJyP �.t20-S�cio:C��
Name and Complete Address of Engineering Firm: L F D)c6ab
City:j
Telephone No.
3.
State: AZC— Zip: 0- 0 00/
Project Name: __�%SS.t%UP�.C° L Gc�'l7FsyrJ�zzj.-� S Gifppz
4. Pump station design flow: —I ��t-� iX%C� GPD; 160 GPM
5. Name of closest downslope surface waters: KI AA?14 2,0,WCif �.,eff'61-
6. County(s) where project and surface waters are located:z Q,
7. Map name and date: uEWLA-4 Q ADJZAIVI z r r�7
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer CAPL.. /716 COtiNELL
10. Seal and Signoa4`^'•e� (#erfAfy,4ate):
�"IddI1111111,1

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super
59 Woodfin Place
Asheville, NC 28802
704/251-6208
Washington Regional WQ Super.
P O Box 1507
Washington, NC 27889
919/946-6481
Raleigh Regional WQ Super.
3900 Barrett Dr.. Suite 101
Raleigh, NC 27609
919/733-2314
Avery ,.
Macon
Beaufort
Jones
Chatham
Nash
Buncombe
Madison
Berne
Lenoir
Durham
Northampton
Burke
McDowell
Camden
Martin
Edgecombe
Orange
Caldwell
Mitchell
Chowan
Pamlico
Franklin
Person
Chmokee
Polk
Craven
Pasquotank
Granville
Vance
Clay
Rutherford
Currituck
Perquimans
Halifax
Wake
Graham
Swain
Date
Pitt
Johnston
WX=
Haywood
Transylvania
Gates
Tyrell
Lee
Wilson
Henderson
Yancy
Greene
Washington
Jackson
Hertford
Wayne
Hyde
Fayoueville 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
9/0
Anson
Moore
Alexander
Mecklenburg
Brunswick
New Hanover
Blades
Robeson
Cabarrus
Rowan
Carteret
Onslow
Cumberland
Richmond
Catawba
Stanly
Columbus
Pender
Hamea
Sampson
Gaston
Union
Duplin
Hoke
Scotland
lmdell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
�fi gn61-2351
Alarruu=
Rocldngham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
7 of 10

GRAVITY SEWER EX —MN! 4 & 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 prgfile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
c. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 21-1.0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WW 1F) 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

F."
GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: LSD,=;!?a Z!1, CGppuJ,, /NC.
City:
Telephone No.
Professional Engineer's Certification:
State: Ale__ Zip: e9R301
I, C (LL Mq: Cou1 ke_ L — , attest that this application for VF_ cj (*,_Ez2s ., c,
&I EMW74P_y A✓ 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. pp_ D 22"LCv3
Print Name of Engineer CkP-L, hl.c-COLL l E- ......
CAP` .
Seal and Signature (specify date):
SRF0
_ SEA = V;_,
i =
Applicant's Certification; `
I,_%0� ,61 l�.f r ,'c �,�-- , attest that this application for ME C1ZosS,t.�,�F
LC.yI0J7,-4-e 4_
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.
ti
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

• VL-••L'1v.�1v1V rUNI}' STATION
PAGE 10 (4/91)
PERMIT _ _ 'PLICATION PROCESSING FEES
(effective October 1, 1990)
Z
CA T1= "nRY NEW APPLI -ATTONS/ RENEWALS WITHOUT
MODIFICATIONS MODIRCAnONS
> 1,000,000 GPD
Industrial $400 $300
Dornestic/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
N