NC0039446_Regional Office Physical File Scan Up To 8/21/2020

0

SPILL RESPONSE PLAN EVALUATION
Do you have a current 2 hour contact list which includes phone numbers of key personnel and/or
contractors? Yes No (If Yes, please attach)
Do you have an equipment list which includes what functional equipment is available and where it is
located? Yes ✓ No (If Yes, please attach)
3. Do you have the staff resources to make an on -site assessment of a spill with in two hours of notification
of the spill? ✓ Yes No (If No, please explain below)
4. Please list your standard spill response procedures:—�= c ►�C��
5. Is your spill response plan readily available to all essential personnel? Yes No
If No, please explain why:
6. Are all es se ial personnel familiar with the spill response plan and clearly understand its contents?
Yes No
If No, please explain why:

OPERATION & MAINTENANCE EVALUATION
1. Is staff designated full-time for collection system operation and maintenance? L-`� Yes
2.
Do you have a list of 24 hour contacts? `� Yes No
(If Yes, please attach)
3.
Do you have an emergency equipment list? Yes `� No
(If Yes, please attach)
4..
Staff distribution/time allocation:
Number
Total staff
employed
hours/week
Collection System (incl. part-time)
Pump Stations
1/1 Correction
5.
Are map(s) of the collection system available? `� Yes No
6.
Total number of pump stations: �_ (Please complete a Pump Station form for each station.)
7.
Is a preventive maintenance program in effect? Yes Z No
(If Yes, please attach)
If yes, does it include:
a. Maintaining logs/records
Yes No
b. Determining equipment/system malfunction rates
Yes No
c. Establishing schedules
Yes No
d. 1/1 evaluation
Yes No
e. Manhole inspection
Yes No
f. Sewer cleaning program
Yes No
g. Hydrogen sulfide monitoring and control
Yes No
h. Lift station operation
Yes No
i. Easement/right-of-way maintenance
Yes No
j. "Walking" or visual observation of lines
Yes No
k. Spare parts inventory
Yes No
8. Please describe what type of ongoing inspection program for the collection system exists:
9. Please describe the schedule for line cleaning: rs�ti�
10. Is there a sewer use ordinance? ✓ Yes _ No. Is there a grease ordinance? --,"'Yes _ No
If yes, please identify the responsible party for ensuring the ordinance(s) is enforced.
l3l=N � Ll,v 1PA2 Lk:5E Li K1') L-k,1= (name of responsible person/agency).
�2�So�Z�S
11. Please describe any sewer use ordinance enforcement practices that exist: AFL Cz�2t�S�
C2I�\� 1�2� i►�P� �--+mac_.- l�—t��cl-_ t � - �10 cor�•��_�: LQ\

PUMP STATION
(please complete one form for each pump station)
ame of Facility: Contact Person:
lone Number: 82a/"(-a'a, - 8roSS
Location of Pump Station:
layLtt��ltt_Lt-
1. How often is pump station inspected? once per day
(check all that apply) once per week
other(explain)
twice per day
5 days per week
2. What is the pump station capacity? coo GPM
Does the pump station have a flow meter, pump counters or other means to measure flow?
Yes ✓ No
3. Does the pump station have a backup power source? " Yes No
If yes, what type: Portable generator which can be moved to site
✓ Standby generator on site
Alternate power feed
If a portable generator is used, how many other pump stations does the generator serve?
How often is the generator tested? \y—a=-Va-le (Mo./yr.)
When was the generator last load tested? -j.aNL `ct8 (Mo./yr.)
Was the test successful? Yes No If No, what action was taken to address?
If no backup power exists, please explain why:
4. Does the pump station have a working alarm system? --"' Yes No
On site alarm system:
High water audio alarm
Other (describe)
✓ High water visual alarm
Telemetry Monitoring System: Wet well high level Wet well low level
Dry well high level High/low pH
High/low current AC power status
Please describe other alarm systems at the pump station.
5. Is there a spare pump available or an adequate spare parts inventory to replace or rebuild pump?
✓Yes No If No, what actions are being undertaken to address?

Collection System Evaluation:
1. Please estimate how many miles of sewer line are in your collection system
✓ <100mi. 100-500mi. 501-1,OOOmi. >1,OOOmi
2. How many pump stations are in your collection system?
3. Please list any problem areas within your collection system. Include exact location of problems.
(e.g. Chronically surcharging manholes, pump stations which frequently fail, lines with severe
Infiltration and Inflow, etc..)
� � �• L7c2�'» r�i.
���y �L��iS �3�=�c�lCa ►jfZov =fl ,� C>
4. Please rank the problems listed in No. 3 in order of importance. If possible, include an estimated date
by which the problem will be appropriately addressed.
CR
5. Please describe any ongoing efforts or plans to rehabilitate and/or renovate the collection system.
Include exact location of ongoing or planned work.
(e.g. Infiltration and Inflow studies, pump station upgrades, pipe replacement, etc..)
�S I�C3oy
NOTE: Please attach any additional sheets and/or information if needed.

I'
AUG I I i999
WATER 011AI M1,WTION DI — O/V
!1
._ .._..._... _ .....-- State of North Ave -
A.yr �, ry Health PO Syste,
Department of Environment, H 0 ' • Care m
Division of Environn d Box 787 Inc.
Non -Discharge �e 4 P 1955 Newland Highway
Linville, NC 28646
(THIS FORM MAYBE PHOTOCO I
GRAVITY Sl
PUMP STATIONS,
I. GENERAL INFORMATION:
James E. Privett, Jr, Office [phone], Ext. 41
Executive Vice President Pager (828
) 733-7843
Fax [phone]
1'i. '�
Applicant (corporation, individual, or other):
Linville
Resorts, Inc.
2.
Print Owners or Signing Official's Name
and Title
(the person who is legally
responsible for the facility and its compliance): Bentley Parl: i er
Vice President
3. Mailing Address: P . 0 . Box 99
City: Linville
Telephone No.: 828
State: NC Zip: 28646
733 ; 4311
4: Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Proposed Pump -Station and Force Main to serve Charles.A.-..Canhon, Jr, Memorial
Hospital
5. Application Date: A! (a 1g91 6. Fee Submitted: $ 400.00
7..7_. County. where project is located: Avery
II: PERMIT INFORMATION:
1., Permit No. (will be completed by DEM):
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result. of a renewal or modification to an .
existing permit, list the existing permit number n/a and issue date
4. Specify whether the applicant is
public or X private.
FORM: GSPS 4/91
Page 1 of 10

GRAVITY SEWER EXTENSION & PUM:
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER: ' i 1 WA
1. Nature. of Wastewater: 100 % Domestic; % Commercial;
2.
% Industrial; % Other waste (specify):
Please provide a one or two word description specifying the origin of the
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Hospital and Medical Office Building
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: 33,500 gallons per day
6. Explanation of how wastewater volume was determined:
See attached form dated May 6, 1999
IV. DESIGN INFORMATION:
1.: Brief project description: Construction of a submersible pump station and
'4" force main, connecting an 8" gravity sewer.line serving a new
M hospital and medical office building to the Linville Resorts' WWTP.
2. Name of wastewater treatment facility receiving wastewater: Linville Resorts, Inc.
a. Facility permit no.: NC 0039446
b. Engineer should provide statement of his evaluation of downstream sewers to.
_ accept the wastewater: Downstream sewers have adequate capacity to accept
wastewater.
2 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 3 (4/91)
Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: n/a - no gravity sewer
ength
Ft)
Pipe C or N Min. Max.
Material Factor Slope % Slope %
Minimum Max. Minimum
Velocity (fps) Vel.(fps) Cover (in)
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4:. ; Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
" a. 36 feet separation for slopes of 21% to 35%;
b..24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
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: linear feet.
6. This sewer line segment occurs between manhole no. and manhole no.
7. Does'the owner/operator have the ability to clean this length? Yes No.
8. Sewer subject to existing or planned traffic bearing loads? Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
9. Outside drop manholes are provided where invert separations exceed: feet..
10.. Identify (by manhole number) those manholes that have drop connections:
3 of 10

GRAVITY SEWER EXTENSION & PUMP
PAGE 4 (4/91)
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/ pipe dia. in./ mile.
GPD/ pipe dia. in./ mi
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? _ Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? —Yes _ No .
c) 10 ft. horizontal separation from water mains or 18 in. vertical
I separation (water over sewer) or ferrous pipe specified? _Yes —No
13. Are manholes 'subject to flooding?
14. If yes, are manhole rim elevations 1 foot above .100-year flood level,
(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):
16. Identify (by manhole number) those manholes that are vented:
_Yes _No
—Yes —No
_Yes —No
.17. Does this project involve any stream crossings? _ yes - no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
4 of 10

YA(iE S of 1U (4NI)
JMP STATION INFORMATION
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:
Linville River
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:
Backup Generator will be installed during project.
5`: What size pumps are provided? 140 GPM
6., How many pumps are provided? 2
.7. What is the maximum capacity of the pump station.
100,800 GPD
8. What is the design total dynamic head? 58 feet
9. How. many pumping cycles will occur at the design flow rate? 3.57 • 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 n / a
Lockable. Wet Well Cover X
Area Light X
onvenience Outlet
110V Electrical C - X .. .
xT, - F1oocUBuoyancy Protection - X
n / a Auto Dialer
rt. < High Water Alarm: ` X Audible and Visual
11... Summary of force main (by *diameter size and pipe material): .
4 = Diameter Length Pipe High Low :..'::.Minimum Maximum Minimum
t fs Vel. Cover (in)
. ::-•:>-: -: � • (Inches) (Linear Ft) _-Material : Elevation - Elevation. Velocity(fps) _ (p) .
- 4 4500 PVC. 3653 3618 2.0 3.57 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)? __XL yes no .
13.- .Is pump station subject.to flooding? yes X no. If yes, what measures are
being taken to protect against flooding? ' n/a
14. If subject to flooding, specify the 100-year flood elevation: n/a Feet MSL
15. Are there existing or planned pump stations downstream of this -station? yes .X no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

GRAVITY SEWER EXTENSION &
PAGE 6 (4/91)
TO:. REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters iden
below and on the attached map segment:
Name of surface waters:. Linville River
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
INSTRUCTIONS TO ENGINEER
Date:
In order to determine whether provisions for dual or standby power may be required. for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing): At a minimum, you must
include an 8.5" by. 11" copy of the portion of a 7.5 minute USGS Topographic Map. which shows
the subject surface waters: You must identify the location of the facility and the.closest downslope
surface waters (waters for which you are requesting the classification) on the submitted.map copy.
The application may not be submitted until this form is. completed and included with the submittal.
1. Applicant (corporation, individual, or other): Li nvi 11 a Resorts, Inc.
2. ' Name and Complete Address of Engineering Firm: McGill Associates
55 Broad Street.
City: Ashevi l l a State: NC' 7ip; 28801
Telephone No.. (828) . 252 0575
3.- Project Naine: Proposed Pump Station and Force Main to ~serve Cannon Memorial
Hospital.
4. Pump station design flow: 33,500 GPD; .-140 GPM
-5:: Name of closest downslope surface waters: Li nvi 11 a Ri ver
6. County(s) where project and surface waters are located: Avery
7. Map name and date: "Cannon Hospital (Linville Quad) 7-23-99
8. North Carolina Professional Engineer's Registration No. 12296
9. Print Name of Engineer Gary D. Davi s,� P. E.
10'. Seal and Signature (specify date):
6 of 10

PAGE 6 (4/91)
GIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
d on the attached map segment:
of surface waters:
Linville River
Classification (as established by the Environmental Management Commission):
Proposed Classification, if applicable:
Signature of regional office personnel:
Date: � Q
INSTRUCTIONS TO' ENGINEER
In :drder to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing): At a minimum, you must
include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map. which shows
the subject surface.
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): Linville Resorts,.Inc.
2. - Name and Complete Address of Engineering Firm: McGi 11 Associates
55 Broad Street.
City: Asheville State: NC- Zip: 28801
Telephone No.. 828 . 252 - 0575
3. ` Project Naine• Pro osed Pump Station 'and , Force Mai n- to serve Cannon Memoria
ospi to
4. Pump station design flow: 33,500 GPD, 140 GPM
Linville, River
5. Name of closest downslope surface waters:
6: County(s) where project and surface waters are located: Avery
7. Map name and date: "Cannon Hospital (Li nvi l l a Quad) 7-23-99
.8. North Carolina Professional Engineer's Registration No. 12296
9. Print Name of Engineer Gary, D . D av i s , P.E.
10. Seal and Signature (specify date):. �� .. i •' , `
EAL
. o
s
12296
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35ION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodlin Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919/733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe - Madison
Bertie Lenoir
Durham Northampton
Burim McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee ^ Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super..
Mooresville Regional WQ Super.
Wachovia B6ilding, Suite 114
919 North Main Street
Fayetteville, NC 28301
Mooresville, NC 28115
919/486-1541
.704/663-1699..
Anson Moore
Alexander Mecklenburg
B}adert Robeson .
Caban Rowan.
Cumberland -Richmond
Catawba Stanly
Harnett Sampson.
Gaston Union
_
Hoke. Scotland
Iredell Cleveland
Montgomery.. , ....:
Lincoln
7 of 10
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus. Pe rider
Duplin

GRAVITY SEWER EXTENSION & PUMP
PAGE 8 (4/91)
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
One original and three copies of the completed and appropriately executed application form.
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
ewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the 'sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal'or modification.
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..
The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
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.
An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: McGill Associates
55 Broad Street
City: Asheville
Telephone No. t(828) 252 - 0575 -
State: NC
Zip:
Professional Engineer's Certification:
I, Gary D. Davis, P.E. , attest that this application for
ee
Linville Resorts, Inc. 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
judgedit to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 12296
Print Name of Engineer G a ry D. D a v i s
Seal and Signature (specify date):
e
SEAL
s
12296.
e se
'• �y �EAtd off./9 r.
Applicant's Certification:. °"D °+fRda111�s9��•
I, Bentley Parl i er , attest that this application for "Proposed'
Purnp Station and Force Main to serve Cannon Memorial Hospital"
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.
THE COMPLL&D 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 i,
POST OFFICE. BOX 29535 MO O 9
512 NORTH SALISBURY STREET r991
RALEIGH, NORTH CAROLINA 27626-05N511-D1so,,ge
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EXTENSION & PUMP
PAGE 10 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY
> 1,000,000 GPD
Industrial
Domestic/Cooling Water
10,001 - 1,000,000 GPD
Industrial. -
�! Domestic/Cooling Water
NEW APPLICATIONSL
MODIFICATIONS
No
$400
$400
RENEWALS WTI
MODIFICATION
$300
$300
$250
$250
1,001-.10,000. GPD
'°,
Industrial ..., '. .
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
... Singl'e 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

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
August 9, 1999
Mr. Bentley Parlier, Vice President
Linville Resorts, Inc.
Post Office Box 99
Linville, North Carolina 28646
Dear Mr. Parlier:
T�
NCDENR
NORTH CAROLINA I
ENVIRONMENT AND N'
ILL��w N >
f
AUG 111999
VILLL
Subject: Applications No. WQ0017219
Charles A. Cannon, Jr. Memorial
Hospital
Sewer -Private
Avery County
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on August 9, 1999. This application has been assigned the number listed above.
Your project has been assigned to Mr. Forest Westall 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 Mr. Forest Westall at 828/251-6452.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,
P—Mr. Kim H. Colson,, .E.
Supervisor, Non -Discharge Permitting Unit
cc: Asheville Regional Office, Water Quality
McGill Associates
1617 Mail Service Center, Raleigh North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

cGill
D C I A T E S
I
---o ---- -, -- - -
ARD
IJ
,� AUG 1 1 1999
`4,� l g�C�i
Mr. Kim H. Colson PE ���
R^7iON
Warth Carolina e Quality Section
of Environment and Natural Resourc, �, U y 19Y9
Permits and Engineering
512 orth Salisbury Unit
bury Street r��t7 015��14r a p�m'iffln
Raleigh, North Carolina 27611
RE: Cannon Memorial Hospital
Pump Station and Force Main
Avery County, North Carolina
Dear Mr. Colson:
Please find enclosed the following submittal documents for use in your review of the
above project:
• One (1) original and three (3) copies of the executed Non -Discharge Permit Application for
Gravity Sewer Extension, Pump Station, and Pressure Sewers.
• ' Three (3) sets of detailed plans and specifications.
• Three (3) copies of all pump station calculations.
• Three copies of flow acceptance letter from Linville Resorts, Inc.
• $400.00 permit processing fee.
This project consists of the installation of approximately 4,500 lineal feet of 4" sewer
force main line and a pump station with emergency generator to serve the Charles A. Cannon,
Jr. Memorial Hospital, now under construction. Linville Resorts, Inc. has agreed to accept the
flow from this project, and will own and maintain the pump station and force main. We met
with Mr. Forrest Westall and Mr. Mike Parker of the Asheville Regional Office on July 28 to
discuss this project, and have incorporated their initial comments and recommendations into
our design. We understand that after your receipt and log -in of this submittal, you will be
sending this project to Mr. Westall for review and permitting through his office. We
appreciate this effort on the State's part to expedite the timely permitting of this important
project in Avery County.
Engineering • Planning • Finance•
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

Your prompt attention to this submittal will be appreciated. If you have any questions,
please do not hesitate to call me or Dale Pennell of our office
Sincerely,
GAR)' D. DjkVIS, P.E.
cc: Jim Privett - Avery Health Care
Tony Arnold - Avery Health Care
Bentley Parlier - Linville Resorts
Mark Ahern - Shelco
DAVIS\AVERY-LINVILLE\KC06AUG9. DOC
.A.
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone] /
1

Jgon-Discil rg9 F' m�lt�w"g
June 8, 1999
1892
Linville Qusort,8, Inc.
The Eseeola Lodge
NC Division of Environmental Management
Water Quality Section
Permits and. Engineering Unit
PO Box 29535
Raleigh, NC 27626-0535
t I
AUG 111999
'� fi` :Lii is •�Li;! 7, FrT,
RE. SEWER FLOW ACCEPTANCE FOR AVERY HEALTHCARE SYSTEM REPLACEMENT
HOSPITAL AND MEDICAL OFFICE BUILDING, SANITARY SEWER, NEW LINE
Dear Sirs:
This letter is to confirm that Linville Resorts, Inc. will accept in our wastewater
treatment plant, wastewater flow from the above referenced project in the amount of
33,500 GPD, which will be discharged for facilities operated and maintained by Linville
Resorts, Inc. This acceptance of wastewater flow will begin when the sewer lines from
the hospital are connected to the Linville wastewater treatment facility.
If further information is needed, please let me know.
Sincerely,
Bentley Parlier
Vice Pre dent
Linville sorts, Inc.
John M. Blackburn
Pre-ident - General Manager
Travel Gulde
1999
PO. Box 99 0 Linville, North Carolina 28646
Tel. [phone]
M [phone]

I � - AUG I 1 1999
MON
�A r� -
AUG 0 91999
ufj
PUMP STATION CALCULATIONS
PROPOSED PUMP STATION AND FORCE MAIN
TO SERVE CHARLES A. CANNON, JR
MEMORIAL HOSPITAL
AVERY COUNTY, NORTH CAROLINA
GARY D. DAVIS, P.E.
McGill E ��=
E
t SEAL
ASSOCIATE'S
� { � -
12296
t f
Engineering • Planning • Finance r'.C9,Q#!���?�PJ,S�.•`'
Post Office Box 2259 •,,<< 0
Asheville, North Carolina 28802
JULY,1999
DAVIWAVERY-LINVILLE/PSCALC-COV

F
G� IA T E S
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4ssociates, P.A. • P.O. Box 2259, Asheville, NC 28802
Street, Asheville, NC 28801 • 828-252-0575 • Fax [phone]
JOB 7�Vc?1 Y }�G1 Cgf"C. Fe cr ti /,
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" P.A. • P.O. Box 2259, Asheville, NC 28802
Street, Asheville, NC 28801 •828-252-0575 • Fax [phone]
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Gill
S O C I A T E S
Bring • Planning • Finance
ssociates, P.A. • P.O. Box 2259, Asheville, NC 28802
Street, Asheville, NC 28801 •828-252-0575 • Fax [phone]
JOB AyeY�z de,4(-/A
SHEET NO. -� OF
CALCULATED BY DATE
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• Planning • Finance
• P.O. Box 2259, Asheville, NC 28802
NC 28801 •828-252-0575 • Fax [phone]
JOB �Vi.Y{�.�!/
SHEET NO. OF
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ALL -A 11
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Pipe Diameter
Area ----->
of PI
Beg. Value 1 0
Ending Value 1 200
GPD Capacity
67000
Average GPM.
46.53
Peak Flow Factor
3.00
Peak GPM
139.58
4
727 sq. ft.
Pipe Fittings:
Gate Valves
Check Valves
Tee Branch
-6
4500
130
1 0.2
1 2.5
0 0.5
0 0.2
3 0.3
0 0.2
Butterfl Valves 0 0.3
<-- Note: NOT PEAK Capacity Inward Projecting Entrance 1 0.78
f 7J OOC) i S 4 o G C Cou. kj, Shar Cornered Entrance 0 0.5
-F-0 �%�C �iSSul�1�1`{� avi -r L'tGe. J�sls _L Gyp' .iv£

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120.0
100.0
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F.Gill
OI A T E S
ng•Planning • Finance
P.A. • P.O. Box 2259, Asheville, NC 28802
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S O C I A T E S
Bring Planning Finance
s sociates, P.A. • P.O. Box 2259, Asheville, NC 28802
Street, Asheville, NC 28801 •828-252-0575 • Fax [phone]
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James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary D E H N F=
A. Preston Howard, Jr., P.E., Director
March-4, 1996
Mr. Bentley Parlier
Linville Resorts, Inc.
P. O. Box 98
Linville, North Carolina 28646
ubject: Permit No. WQ0011843
Linville Resorts,
Linville Avenue Development
ti ti Sewer Extension p
Avery County
Dear Mr. Parlier:
In accordance with your application received December 11, 1995, we are forwarding herewith
Permit No. WQ0011843 dated March 4, 1996 to Linville Resorts, Inc. for the construction and operation
of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Jay Lucas, P.E., at [phone], ext. 502.
Sincerely,
fLCL (07
A. Presto, oward, Jr., P.E.
cc: Avery County Health Department
A i4'Ie� gional�Office.�Water�Q�uality Section
Mr. Danny B. Bridges, P.E., McM ssociates
M*-
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 RESOURI
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
Linville Resorts, Inc.
Avery County
FOR THE
construction and operation of approximately 1,020 linear feet of 8 inch and 346 linear feet of 12 inch
gravity sewer to serve 7 three bedroom homes and a 27-seat chapel in the Linville Avenue Development,
and the discharge of 2,601 GPD of collected domestic wastewater into the Linville Resorts, Inc.'s existing
sewerage system, pursuant to the application received December 11, 1995, 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:
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 Linville Resorts, Inc.
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.
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.
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.
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).
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. The Operational Agreement between the Permittee and the Environmental Management .
Commission is incorporated herein by reference and is a condition of this Permit. Noncompliance
with the terms of the Operational Agreement shall subject the Permittee to all sanctions provided by
North Carolina General Statute 143-215.6(a) to 143-215.6(c) for_violation of or failure to act in
accordance with the teams and conditions of this Permit.
Permit issued this the 4th day of March, 1996
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
4 CC42"
A. Preston oward, Jr., P.E., Director
Division of�Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0011843
2

Permit No. WQ0011843
March 4, 1996
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,
Project Name
Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date

OF NORTH CARC to
-Y OF AVERY
Permit No.
This AGREEMENT made pursuant to G.S. 143-215.1 (dl) and entered into this �d day of
✓ a V� , 19 9 5 , by and between the North Carolina Environmental Management
Commission, an agenc of the State of North Carolina, hereinafter known as the COMMISSION; and
LINVILLE RESORTS, INC. , a non-profit corporation organized and
existing under and by virtue of the laws of the State of North Carolina, hereinafter known as the ASSOCIATION.
WTTNESSETH:
1. The ASSOCIATION was formed for the purpose, among others, of handling the property, affairs and
business of the development known as LINVILLE RESORTS, INC.
(hereinafter the Development); of operating, maintaining, re -constructing and repairing the common elements
of the lands and improvements subject to unit ownership, including the Disposal System; and of collecting
dues and assessment to provide funds for such operation, maintenance, re -construction and repair.
2. The ASSOCIATION desires, to construct and/or operate a wastewater collection system with pumps,
wastewater treatment works and/or disposal facilities (hereinafter Disposal System) to provide sanitary
sewage disposal to serve the Development on said lands.
3. The ASSOCIATION has applied to the COMMISSION for the issuance of a permit pursuant to G.S. 143-
215.1 to construct, maintain, and/or operate the Disposal System.
4. The Development was created subject to unit ownership in the dwellings units, other improvements and
lands through filing of a Declaration of Unit Ownership (hereinafter Declaration), pursuant to Chapter 47C
of the North Carolina General Statutes.
5. The COMMISSION desires to assure that the Disposal System of the Development is properly constructed,
maintained and operated in accordance with law and permit provisions in order to protect the quality of the
waters of the State and the public interest therein.
NOW, THEREFORE, in consideration of the promises and. the benefits to be derived by each of the parties
hereto, the COMMISSION and ASSOCIATION do hereby mutually agree as follows:
1. The ASSOCIATION shall construct the Disposal System and/or make any additions or modifications to the
Disposal System in accordance with the permit and plans and specifications hereafter issued and approved
by the COMMISSION; and shall thereafter properly operate and maintain such systems and facilities in
accordance with applicable permit provisions and law.
2. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal system and
appurtenances thereto are part of the common elements and shall thereafter be properly maintained and
operated in conformity with law and the provisions of the permit for construction, operation, repair, and
maintenance of the system and facilities. The Declaration and Bylaws shall identify the entire wastewater
treatment, collection and disposal system as a common element which will receive the highest priority for
expenditures by the Association except for Federal, State and local taxes, and insurance.
3. The ASSOCIATION shall provide in the Declaration and Association Bylaws that the Disposal System will
be maintained out of the common expenses. In order to assure that there shall be funds readily available to
repair, maintain or construct the Disposal System, beyond the routine operation and maintenance expenses,
the Declaration and Association Bylaws shall provide that a fund be created out of the common expenses.
Such fund shall be separate from the routine maintenance allocated for the facility and shall be part of the
yearly budget.

4. In the event the common-..r,snse allocation and separate fund(s) ar„ ..,)t adequate for the cons
repair, and maintenance of the Disposal System, the Declaration and Association Bylaws shall
special assessments to cover such necessary costs. There shall be no limit on the amount of suc
assessments, and the Declaration and Bylaws shall be provided such that special assessments can
necessary at any time.
5. If a wastewater collection system and wastewater treatment and/or disposal facility provided by any
town, village, county, water and sewer authorities, or other unit of government shall hereinafter beco
available to serve the Development, the ASSOCIATION shall take such action as is necessary to cause
existing and future wastewater of the Development to be accepted and discharged into said governments
system; and shall convey or transfer as much of the Disposal System, and such necessary easements as
governmental unit may require as condition of accepting the Development's wastewater.
6. Recognizing that it would be contrary to the public interest and to the public health, safety and welfare for
the ASSOCIATION to enter into voluntary dissolution without having made adequate provision for the
continued proper maintenance, repair and operation of its Disposal System, the ASSOCIATION shall
provide in the ASSOCIATION Bylaws that the ASSOCIATION shall not enter into voluntary dissolution
without first having transferred its said system and,facilities to some person, corporation or other entity
acceptable to and approved by the COMMISSIONfby the issuance of a permit.
7. The ASSOCIATION shall not transfer, convey; assign or otherwise relinquish or release its responsibility
for the operation and maintenance of its Disposal System until a permit has been reissued to the
ASSOCIATION's successor.
8. The agreements set forth in numbered paragraphs 1, 2, 3, 4, 5, 6, and 7 above shall` be conditions of any
permit issued by the COMMISSION to the ASSOCIATION for the construction, maintenance, repair and
operation of the Disposal System.
9. A copy of this agreement shall be filed at the Register of Deeds in the County(ies) where the Declaration is
filed and in the offices of the Secretary of State of North Carolina with the Articles of Incorporation of the
Association.
IN WITNESS WHEREOF, this agreement was executed in duplicate originals by the duly authorized
representative of the parties hereto on the day and year written as indicated by each of the parties named below:
FOR THE ENVIRONMENTAL
MANAGEMENT COMMISSION
C
A. Preston );-toward, Jr., PE, Director
Division of Environmental Management
cl
(Date)
Name of ASSOCIATION President
Signature
(Authorized by ATQSOCIATION Board of Directors
(Date)
2

%-1
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
Mr. John M. Blackburn,
Linville Resort
P. 0. Box 98
Linville, N.C. 28646
Dear Mr. Blackburn:
General Manager
June 8, 1987
SUBJECT: Permit No. 14696
Linville Resorts
Sewer Improvements
Avery County
R. Paul Wilms
Director
In accordance with your application received May 6, 1987, we are forwarding
herewith Permit No. 14696, dated June 8, 1987, to Linville Resorts, Inc. for the
construction and operation of the subject wastewater collection system extensions.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request. an adjudicatory hearing upon
written request within 30 days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, Post Office
Drawer 11666, Raleigh, North Carolina 27604.
If you wish to have the hearing before the Bearing Officer with this
Department, you must indicate in the petition that you waive the right to have the
contested case conducted by a Bearing Officer in the Office of Administrative
Hearings, and wish to have the matter conducted in the Department of Natural Resources
and Community Development. Unless such demands are made this permit shall be final
and binding.
RECEIVED
Walker Quality Section
.!UN 10 1987
ow Pollution Prevention Pays Ashe`!ill.e Regional Office
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] Asheville, North Caros'na

)ne (1) set of approved plans and specifications is being forwarded to you.
l additional information concerning this matter., please contact Ms. Cyretha
telephone No. 919/733-5083, ext. 1.80.
Sincerely
yours, /
1-17
R. Paul Wilms
cc: Avery County Health Department
Asheville Regional Supervisor
Dennis R. Ramsey
McGui.11 Associates
if

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the discharge of Sewage, Industrial Wastes, or Other. Wastes
In accordance with the provisions of Article 21 of Chapter 143, General
Statutes of North Carolina as amended, and other applicable. Laws, Rules, and
Regulations
PERMISSION IS HEREBY GRANTED TO
Linville Resorts
Avery County
FOR THE
construction and operation of approximately 475 linear feet of. 8-inch gravity sewer
to serve Linville Resorts and to discharge collected domestic wastewater into
Linvill.e's existing sewage system, pursuant to the application received May 6, 1987,
and in conformity with the project plan, specifications, and other supporting data
subsequently filed and approved by the Department of Natural Resources and Community
Development and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the
Linville Wastewater Treatment Plant prior to being discharged into the
receiving stream.
5. This permit is not transferable.
6. Construction of the sewers shall be so scheduled so as not to interrupt service
by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.

Lk7
Issued this the 8t-h day of June, 1987.
Permit No. 14696
•
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R. Paul Wilms, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

e ,,. 5rA7F o
RE,CEIVED
Wafer Quality Division
4 .
" '"' MAR 20 1986
Western Regional Office
State of North Carolina Asheville, North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
Mr. John Blackburn, General Manager
Linville Resorts, Inc.
P.O. Box 98
Linville, N.C. 28646
Dear Mr. Blackburn:
March 5, 1986 R. Paul Wilms
Director
SUBJECT: Permit No. '12889
Linville Resorts, Inc.
Linville Resorts
Sewer Rehabilitation
Avery County
In accordance with your application received February 12, 1986, we are
forwarding herewith Permit No. 12889, dated March 5, 1986, to Linville Resorts
Inc. for the construction and operation of the subject wastewater collection
system repairments.
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 an adjudicatory hearing before a
hearing officer upon written demand to the Director within thirty (30) days
following receipt of this permit, identifying the specific issues to be con-
tended. Unless such demand is made, this permit shall be final and bindng.
One (1) set of approved plans and specifications is being forwarded to
you. If you have any questions or need additional information concerning this
matter, please contact Ms. Cyretha Irving, telephone No. 919/733-5083, ext. 119.
Sincerely yours,
R. Paul Wilms
cc: Avery County Health Department
McGill Associates, P.A.
Asheville Regional Supervisor
Mr. Dennis R. Ramsey
Pollution Prevention Pays
Cl/ad
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH
P E R M I T
For the Discharge of ,Sewage, Industrial Wastes, or Other Wastes
In accordance with the provision of Article 21 of Chapter 143, General Statues
of North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Linville Resorts, Inc.
Avery County
FOR THE
construction and operation of approximately 380 lineal feet of 12-inch gravity
sewer to serve Linville Resorts and to discharge collected domestic wastewater
into Linville Resorts' existing sewage system,
pursuant to the application received February 12, 1986, and in conformity with
the project plans, specifications, and other supporting data, subsequently
filed and approved by the Department of Natural Resources and Community Develop-
ment and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded,
and shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. Construction'of the sewers shall be so scheduled so as not to -interrupt
service by the existing utilities nor result in an overflow or bypass
discharge of wastewater to the surface waters of the State.
3. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
4. This permit is not transferable.
S. The facilities shall be properly maintained and operated at all times.
6. The sewage and wastewater collected by this system shall be adequately
treated in the Linville Resorts Treatment Plant prior to being discharged
into the receiving stream.

C^.
w
Permit No. 12889
Page 2
Permit issued this the
Permit No. 12889
5th day of March, 1986
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
/ R. Paul Wilms, Director I
Division of Environmental Management
By Authority of the Environmental Management Commission

Fsbrusry 14, 1979'
Mrs. Joan F. Pottle
Secretary -Treasurer
Linville Resorts, Inc. J -
BOX 118
Linville, North Csrolitia 2$646
SUWECT.• Permit Vo. 5191_
Linville Resorts, Inc.
Top of they forest Subdivision Savers.
Avery County
Dear , mrsi: Pottle:
In accordance -with your application received January 17, 1979, we are forward-
ing herawiit% Permit -No. 5191, dated February 14, 1979, to Linville Resorts, Inc.
for the -construction and operation of .the subject wastewater collection system
exteuxsions.
This permit shall be effective from the date ofissuancee until resciudid,
and small be subjectto the conditions and lisi.tatiops as specified therein.
If applicable, rncloseed' is a copy of WPC more. #SD `?Cost of Wastewater Treat-
ment Works." This form is to be completed and returned to this office within
thirty (30) slays after the project to completed.
Two (l) ,seats elf approved plans and specifications are 'hexing forwarded to you.
Sin.-arely yours,
-Q�lglna Signed UP
A. F. McRORTF'
A. F. McForie, Director
Division of l aviroazemtal Management
knclosureRs .
cc: Avery County Health Departaaeant .
Fran' , C. Cockin and Associate*.
Mr. RQy Davis
> A. C. Turnage, Jr.
Information Services

I)ETAUMNOT OF IWIMURAL RRSOURCES! & DEVELOPMENT
PALLUCH
P E 1� R i T
For the Dise'lliarge, of Sewivtga, in dust Wastes, or Ot'aser Wastce
In aceordance with the provislotin of Article 21 of Chapter 143. (eqeral
St3L-UtOa of North Carolina as ar-&-ided, wi-d oLher applicable Laws, Rwles, and
Re2qulaL tolls
PNITIISSID'O' 16 1MREV-V GIUUTM) TO
Linville -Reaortas, Inc.
Avery �Qllnty
PIM, n.11S
coEstruction aud operat-lan of approximately_ 3,1340 liaenl feet Of @-iuch sewer.)
to aerve - the Top of the ';Forest Subdivi%ion,, and for the ditcharge of the collected
domestic waotaxrater into the existing Uirville Resorta, Inc. newerage system,
purstu%nt to tho application received January 17, 1979, and in conformity with
the project apeel-ficaLions, and other .sujpparting data, oubsequently
filed and ujopvrovad by the Departr.ent of 11-atural ',Resaurces and Comzuuity Develop—
nent and. Conoidered a part of this Permit.
'Phis Pornit shAll be ef eective. from the 4,atv of jssuauca until reacinded, and
Wulll be ,subj�ct to the following rpecifted conditions and linitationso,
rois Par-oit ohall becorle volduble W-19,em; the facilities are coastructed
In accordimice with the approveel pla-as, sp.ecificatian6 and of supporting
2. TIAS is effective oily with respect., to the, viature and voltm-c of
wa3ena deatribed In tl'u application and ether Supportiag dAtA.
3 1 -
, The facilities he proporl.7 mitta-innel and aperatnd at C111 Li-mes.

4. 'T'rlcs amv age and, write, a,; er collected by this sy tem SUI 11, be aagz3.at:I
txeatud in, the Linv: llo Worst ate 3"laut prior, t o Bing c is—
pez�vast issued i i . t;ho 14T (lay of Vabruary, 1979.
.as' rgrp {s �5 nY ?.°k li ?7Y+�q Yt ��$-psi; tAI a. � /'7J x R e �'^.g`�'fc (7�'°''.ryg7
,,-40P, t! WP:�i MII-'iA a�7 8 .6T.'.ON apa+!Y J....nA: -':4� �awM 9l.¢"�L 3,I t:+�1� �b.� � III �.'� N
original Signed HSJ
A. F. /lyi/ cR+OpRIF3 � ,
8�• Hh• Yy'isix V.Y 'i✓S Di{raIctoW
Divinion of 'Kavi'rourlental IM-nag-e-m^rat
TI: .{'l.uYi:hor;t t;y' of "I n .Secr�3tan; t, f tsl� �Sc�t�rt �awi3t
of Natu -I Ri. saurceq Gomwimity 'Developm asat
Paarizit No. 5111

3/1999 5Ei 15-6048 DISC
PROCEDURF3 4 REQUEST FORM(
DATE
1�1= !fan er
Asheville Regional Office, Water Quality Sectio.0
Non -Discharge Permitdng Unit
State Engineermg Review Group
(019) 733-50S3 x524
Fax [phone]
aication Number: �Poo 17 Y LWY —C�Du
�1&1/ant:
A1 11.e 4 /'PerMit Y-C' 00 2- 11
bivingf F��Aiy
V volume: �re4'0 cr k°D Fl W Type: —�LDom. CflT.Il.
Meer:
aroval: Denial:
Regional
00(-7 4-CS
Project Name* 5cL,*1t X.-- TF L-7--C� W k C -
P
- (.R;Zeceiving Facility: Permit# o, Li,4 8
Flow Volume: . fe- GPD Flow Type: --XI, DOM. —Com.
Engineer: M
Approval: Denial:
Comments:
ornments:
HH,
01/02

Mc'Gill
I A T E S
{ WATER (�UALITV SECTION �
ASHEUiLL_ REGINAL OFFRI11 --i
June 25, 1999
Ms. Joni Cardin
North Carolina Department of Environment and Natural Resources
Water Quality Section
Permits and Engineering Unit
512 North Salisbury Street
Raleigh, North Carolina 27611
RE: Gravity Sewer Permit
Avery Health Care System, Inc.
New Hospital Facility
Avery County, North Carolina
Dear Ms. Cardin:
This letter is to provide clarification for the Gravity Sewer Collection Systems Non -
Discharge Permit Application currently being reviewed by your office for the above project.
As you and Dale Pennell ' of our office discussed on June 25, the permit application states in
Item IV A. that the receiving wastewater treatment facility shall be the Town of Newland.
However, recent developments with this project have necessitated that the receiving facility be
changed to Linville Resorts Incorporated Wastewater Treatment Facility (Permit No.
NC0039446). Other than this change in the receiving facility, all other data contained in this
application is correct, including the Design Information contained in Item V.1. and V.2.
Your continued review and approval of this submittal will be appreciated. If you have
any questions or need additional information, please do not hesitate to call.
Sincerely,
McG ASSO S, P.A.
FY . DAVIS, P.E.
cc: Tony Arnold, Avery Health Care System
James E. Privett, Jr., Avery Health Care System
Mark Ahern, Shelco
V'Mike Parker, NCDWQ Asheville
DAVIS\97142.00\TECHCORR\LETTERS\JC25JUN9. D O C
E n g i n e e r i n g • P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

L RSSOCIRTES TO -NC - DENR RBHEVILLE
vr�r
•
• 189E
�,�nville �es�r�, fie.
The F,eceola &x4c_
June a, 1999
15 15-10 17:03 #555 P.02/02
NC bMlvislan of &VInwMernal manQyement
K`�Quwffty5•ectian
F&wuts and Engineering Unit
PQ Boor 29535
Raleigh, NC2,762&0535
XE' 3EWFR RDWACCWTANCE FOR AVOW HmLTucARESYSIEM X&LACF.M`aV7-
NQSPl7A► ANd?MM►Ca C3 fCEBIlJLU►IYG, $ANj;ARySk7� NEwUN,E
i�ear�rs:
7?ils let[er ►s to COMWIn that Lihville Resnrps, ►n& Sw7l a=rt ►rr our wastswaW
tnWrrnear Plant wastewater flaw trom the above r,efemj7qedprWgd is the anmu"t of 33,500 cAR which ►rill he d►schargert for fuellh►cS 4WemUd and maJittained by tittvi!!e
Resaris, !nc rk'$ acOPIMCM of wastowater flaw will bagin where rfre sewer lima Aum
ME hospitwate connected'to rite iftrvi e;+►astes►�rtrea�trntf�aVlt�
if furtlser►nfarmativlr is needed,'plewse let me know,
Si1tcemly,
BenMy f3a®
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L RSSOCIRTES
McGill
ASSOCIATES
TO :NC - DENR R5HEVILIE/� i9 75-10 17:02 #555 P.01/0?-
PLEASE DELAMR THE FOLLOWING PAGE(S) TO:
NAME:
COMPANY:
FAX NUMBER:
M9ke ]Parker
Division of Water Quality
DATE: 4b I"9 PROJECT (AND PROJECT MJMBER): A'veu Health Cane Sj
97142.01
TOTAL. NUMBER Of PAGES) Z INCLUDING COVER SHEET}
I
1P YOU DO NOT RECEDE ALL PAGES OR HAVE ANY PROtLEM[ WrM RECETViNG
THIS TRANSMISSION, PLEASE CALL CONNiE AT 1-704-252-0575
I.
FROM: Dale Pennell
CONUVERSTS:
make, we received this Letter of Flow AmePtance from Linville Resorts by fax fxlc
Avery Health Care this afternoon regarding the Avery Hospital sewer line. Please let me
know if we need to send this to Ron Palumbo in Raleigh, or if your comments to him WW!
include transmittal of this letmr.
If you have any ques
tions or need addjdon�a information, please do not hesitate
call. Thanks for your help in this matter.
pax copy to : Murk Ahem 828-733-1979
Dan Isenogleliiffi Privett(Togy Arnold 828-733-7291
b
97147-.Opt'iSCHCORRILETTERSMPIO-TUN9FA:.DOC
Engineering a Planning • :' n *'c.Y
MGM Asrada es. F.A. • .P.O. Bar 2259, Ashevi*, NC 28602 ®55 Broad. Streer, Asheville, NCB if�(�1��70a-25�s45T5 • F�iX -9 ...-35R�2�28

McGill
A S S O C I A T E S
May 25, 1999
Mr. Ron Palumbo
North Carolina Department of Environment and Natural
Water Quality Section
Permits and Engineering Unit
512 North Salisbury Street
Raleigh, North Carolina 27611
Dear Mr. Palumbo:
ZZ/&
'1
N •,�
lye
�a
1"�YACiI '1- t rf i' f
RE: Revised Permit Submittal
Avery Health Care System, Inc.
New Hospital Facility
Avery County, North Carolina
On April 15, 1999, on behalf of the Avery Health Care System, we submitted an
application for a gravity sewer extension to serve the above project. This application was
returned to our office on April 29, 1999 for revisions to the flow calculations and an updated
flow acceptance letter based on the revised flows. A copy of your transmittal letter is attached
for information.
The owner's representatives have discussed the flow calculations with you by
telephone, and revised the figures on May 6, 1999 per your instructions. The Town of
Newland has issued a revised flow acceptance letter dated May 21, 1999. We have revised our
previous submittal to reflect these changes by attaching the revised calculations to the permit
application.
Therefore, please find enclosed the following submittal documents for use in your
review of the above project:
• One (1) original and one (1) copy of the executed Non -Discharge Permit Application for
Gravity Sewer Extension.
• Sewer Flow Calculations dated May 6, 1999.
• $400.00 permit processing fee.
• Two (2) copies of a revised letter of Sewer Flow Acceptance from Town of Newland,
dated May 21, 1999.
• One (1) original and two (2) copies of executed Operational Agreement.
E n g i n e e r i n g 0 P l a n n i n g • F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville. NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

Palumbo
1999
Your review and approval of this submittal will be appreciated. If you have any
questions, please do not hesitate to call.
Sincerely,
Mc ASS A S, P.A.
G Y . DAVIS, P.E.
cc: Mark Ahern, Shelco
James E. Privett, Jr., Avery Health Care System
Alex Scott, Carolinas Hospital Network
Mike Parker NCDWQ._Ashevi_lle,
DAVIS\97142.00\LETTERS\RP25MAY9. DOC

ra
of North Cardia
rtment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
To: Gravity Sewer Permit Applicant
From: Ron Palumbo
44
r
D E N R
RE: Return of Gravity Sewer Applications
The attached gravity sewer permit application is being returned due to the
following reason(s): .
ewc
Some- SLc3Sef14`,s
-amp D s o
er/�t
L( r-,�V rs 1>0 cJ7 c es L*jj_*-
Co`pplicati6ns�which a�ronfplete or do not contain correct information are
ineligible for review and approval under the "fast track" review system. Please make the
appropriate corrections and re -submit the application. The "fast track" process will then
begin upon receipt of the completed and/or corrected application.
If you should have any questions regarding the review of your application, please
contact me at [phone] extension 533.
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
LL /?s` fir. J FILE COPY
wlt �_.✓` ll
. • l i \r ll.
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

State of North Carolina
)epartment of Environment, Health and Natural Resources
Division of Environmental Management
NON -DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS
This form may be photocopied for use as an original. Pump Stations, force mains and low pressure sewers
(including S.T.E.P, systems) are not to be included as part of this application package.
Any changes made to the content of this form shall not be allowed and will result in the
application being returned.
This application will not be accepted by DEM unless all of the applicable items are included
with the submittal.
I. REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of application requirements by signing your initials in the space provided
next to each item.
A li n ' initials
1. One original and one copy of the completed and properly executed application form.
2. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5). The fee for
sewer extensions is $400. The fee for sewer extensions by partially delegated municipalities
(applies only to those governmental jurisdictions that have specific delegation review authority,
as granted by the Division of Environmental Management) is $200.
3. If the owner/authority of the wastewater treatment facility (WWTF) and/or collection system that will be
accepting the wastewater flow from this project is different from the applicant of the project, then a letter(s)
must be provided from the owner/authority of the YPNV and/or collection system specifying the
volume of flow that will be accepted. 'Me letter(s) should be recent (within ope [1] year) and should
refer to the project by the same name as that identified on the application and the plans/specifications.
4.
If the application is being submitted in the name of a privately owned public utility, written
documentation 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,
d1A
written documentation must be provided from the Utilities Commission acknowledging these areas
are covered under an existing franchise.
/��
5.
One original and two copies of a properly executed Operational Agreement must be submitted if the
AND if
sewer extension will be serving single family residences, condominiums, or town houses the
subject sewer extension is owned by the individual residents, a homeowners association, or a developer.
II. PERMIT
INFORMATION: SOC Project: Yes
7( No.
1.
Application Number (will be completed by DEM):
2.
Specify whether project is: 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 permit issue date
4.
Specify whether the applicant is: publicprivate.
5.
Application Date: 4' 15 — T1 6. Fee Submitted: $ Sly
7.
County(ies) where project is located: Ave �2
8.
Applicant's Name (Please specify the name of the municipality, corporation, individual, etc_)%, ,,, li_­�
(,
,�_.�- .
AVc,QY MEA,_-ra GARS SYS i EM ��lC
FORM:
GSPA 02/96 Page 1 of 4
1,400 copies of this document were printed at a cost of $117.32, or $0.084- copy.

III. GENERAL INFORMATION:
IV.
1. Print Owners or Signing Official's name and title (the person who is legally_responsible for the facility and its comY�
A)Jg&y 4F-+c rcf a (ZE � 5_ .L�tc � � E G.4e-,-4 /0e? F—r1aE.,r -� CEO
2. Mailing address: nS5 N,uu LA.a o OttG. t-4w Ay
City: L i a w, t_t_i: State: t i.G Zip:
Telephone Number. ( 7a _) 733 - `i VI U
3. Project Name (Please specify the name of the subdivision, facility, or establishment. The name should be consistent
the project name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
%v �11Y � �A, � � �A2£ S�-'�j �G -' ��r�1 f�a S P�TAc. �•4G tc. y 7'�,+
INFORMATION ON WASTEWATER:
1. Nature of Wastewater. / O O % Domestic/Commercial % Industrial
% Other (specify)
2. Volume 'of wastewater generated by this project: 3T,5 o O gallons per day.
3. Explanation of how. wastewater volume was determined: �i � ( A-T-rxr a Cy 6 L t; u t.ATiy of ,
4. Name of wastewater treatment facility receiving wastewater. 70-W Al OF MCL- 0LApp W4S-7WUU47754Z
. T.PsgTM1E�vT j$Au7
Owner of wastewater treatment facility: %owl to orr1A C2ot_t .3 N
Facility Permit Number. NC00 2-/ 8 3�7 or WQ
5. Indicate any parameters (and their concentrations) which will be greater than normal domestic levels: �!
6. If wastewater is not domestic in nature, what level of pretreatment has been provided to ensure protection of the rece:
wastewater treatment facility? �1a
7. If a pretreatment permit is required, has one been issued? � A Yes
the pretreatment permit. If No, when will one be issued?
No. If Yes, please attach a c jf
FORM: GSPA 02/96 Page 2 of 4

DESIGN INFORMATION:
1. Summary of GRAVITY SEWER to be permitted, by diameter and length:
Diameter inches
Len(linear
feet
3101�
LP
2. Are there any sections of the Gravity Sewer Minimum Design Criteria or 15A NCAC 2H .0200 with which the subject
wastewater collection system will not be able to comply? Yes - No. If Yes, please identify and explain:
IMPORTANT:
If you responded Yes to question V.2 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.
FORM: GSPA 02/96 Page 3 of 4

VI. CERTIFICATIONS:
Name and Complete Address of Engineering Firm: M15 Cs t Lc_ A s SoGc AN-0 ££S Pa A . ,
lam. O �x Z 2 5cr
City: /ks N y t , _ i, State: tV C, zip: 288oZ
Telephone Number. ( 492S6 ) 25 2 " C)S 7 S
En aip'epYS-J"Qertification:
attest that this application for 11 k1,0 #0k17W�Jif��'L
has n reviewed by me and is accurate and complete. I further attest the proposed design has been prepared in accordance witri
applicable regulations and the North Carolina Gravity Sewer Minimum Design Criteria adopted February 12,1996. Although cert
portions of this submittal package may have been developed by other profes ionals, inclusion of these materials under my signat
and seal signifies that I have reviewed this material and have judged it to be nsipub-fii thV/7
osed design.
•••` C ' •,
North Carolina Professional Engineer's Seal, Signature, and Date: ,
' ` = SEAL
r 2296
d� � 10
Applicant's Certification:
I, ED'rJARO C. GREENE. 1R. , attest that this application €o'r
PRESIDENT
AVERY r 'r
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
application are not completed and that if all required supporting information and attachments are not included, this application pack
will be returned to ine as incomplete. Upon approval and completed construction, I will operate this system in accordance with
North Carolina wamwater collects n ermit requirements.
Signature Date"
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION ANI
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
all :I
r11'� `,.m
11
c�Y=`::
CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone] yJ
iH
FORA,1 "`GSPA 02/96
Page 4 of 4

PM FROM =LCO 8287331978
May 6,1999
Avery Health Care System
Replacement hospital Facility and Medical Office Building
Sewer Flow Oulcut,tion8
(Atteahmerlt to GMVYty Sewer Permit App» cation)
A: Medical Office WARM
1. (250) Patients 12 5 gallons/day = 1,250 gallons✓day
2. ( e0) EmployeeWhysicians (p 25 gallons/day =' 2,250 gallolieday
Medical Officq Building (Total GagonsMay) • 3,500 gallonWday
13. NOSg!�?l
1. ( 70) Beds Q $00 gallons/day = 21,000.9allons/day
2. (200) Staff/Physicians Q 25 gallons/day = 5.000 gallonsiday
3. (4) four Operating Rooms a 250 gallons/day = 1.000 gallons/day
4. (200) Visitors/Day Q 5 gallonsiday = 1•,000 gallonsiday
5. ( 50) cafefena guests Q 40 gallons/day = 2,000 gallonWday
Hgspital (Total Gallons►Daiy) 30,000 gallonsiday
TOTAL GALLON"AY(A+,B)
33,W0 gallons/day
IWK

VOID AFTER 60 DA'

-�, r ri
TOWN OF NE WLAND
NEWLAND, NORTH CAROLINA 20657'
May 21, 1999
NC Division of Environmental Management
Water Quality Section
Permits and Engineering Unit
PO Box 29535
Raleigh, NC 27626-0535
RE: SEWER FLOW ACCEPTANCE FOR AVERY HEALTH CARE SYSTEM
REPLACEMENT HOSPITAL AND MEDICAL, OFFICE BUILDING, SANITARY
SEWER, NEW LINE
Dear Sirs:
This is to acknowledge that the Town of Newland will accept for treatment in the
Newland Wastewater Tmatinent Plant, wastewater flow from the above rafcrenced
project in the amount of 33,500 GPD, which will be dischargcd to facilities operated and
maintained by the Town of Newland, This acceptance of wastewater flow will begun
when the server lines from the existing town system are in place and connected to the
hospital sewer tunes at the intersection of Highway IS and the.hospital property,
If further information is necdcd, please Iet me lmow.
Sincerely,
Beatrice W. Daniels
Mayor

05/28/1999 11:31 919 -604B MOO NON DISCHA BR PAGE 01/02
Procedure 4 Request Form
Date: J 19
1/'TFROM: Marc Hauer
AshevMc Regional Oface, "6'ater yr�
� Quality sec`tzon
TO FROM• im Arnold
,
Stt.te Engine-exing Review Group. - ' MAY 2 7 19.99 '
>
ez hone (919} 733-50$3 x524 - �9) 715-b g
AgpIlea6DB N bey: b (b J( County: c r
Applicant: cr
Project Name:
eCeZvnilg Facility:,, k a e _ Perruit Number:-7Vf dO2 I F5"7
Flow VoIUM.(,-: 3 D Flo e: ,2CDCJm. —Corn- —1-ad.
En,,z neer:_
Approval: , Ile
G � xoval.: Dental.
�
p
Comments:At rtin=�CCx.ss .
giozzal Signature-
Number: WOO
Project Name:
Receiving Facility:C
Flow Volume: 7
Engineer:_„
.A.pproval: -
Cotnmeats- Li
RgglonaZ Signature:_,_,
mn�
Permit Number. 00 3 19 7
Flow Type: Dom. ,Com. —i d.
C A.vc. A .

FAX COVER
.Avery Health Care System, Inc.
construction Office
Phone # [phone]
Fax # [phone]
FA,x#: K2, -0251-
PX4: A
COMM[ENTS:
PAGES:
DATE:
The documents accompany this teleeopy transmission contains confidential.
informmation belonging to the sender that is legally pri MOd- information is
intended omit for the use of the of the individual or entity nicmed above. The
authorized recipient of this information is prohWited from disclosing this
information to any other party and is required to destroy the insern WW8 after its
stated need hss been fulfilled. If yore sire not the intended recipient, you are hereley
notified that any disclosure, copying, distribution, or action taken in relianca on the
contents of these documents is strictly prohibited. if you have ""Wed this telecopy
in error, please notify the sender immediawy to arrange for return of these
document.
T'd 162L-EEL -410niid wtr eisi':60 6B TT Rew

Health Fare System, Inc.
Past Office Box 787,1955 Newland Highway, Linville, NC 2KA6 (828) M 4410 Fax [phone]
May 6, 1999
Mr. Forrest R. Westall
Water Quality Regional Supervisor
North Carolina Department of Environment
and Natural Resources
Interchange Building
59 Woodfin Place
Asheville, NC 28801-2414
Re: Avery Health Care System, Inc.
Gravity Sewer Line Construction
Dear Mr. Westall:
This letter is written in response to your letter dated April 26, 1999 — Re: Notice of
Recommendation for Enforcement Unauthorized Sewer Line Construction - Avery
Health Care System, Inc.- Avery County. We appreciate this opportunity to respond and
explain our reason for beginning construction of the sewer line from our property along
the Hospital access drive to Highway 181 _ Please see attached the explanation from our
consultant for the sewer project, Mr. Daniel Isenogle of the W.K Adams Company.
Mr. Isenogle, in his letter outlined his understanding of permitting our sewer line project.
It is clear he misunderstood the process and the requirement of which you have informed
us. In addition to his misunderstanding the requirements, I believe there was some
confusion over the fact that initially, only the hospital was going to utilize the sewer line
in question. It is our understanding, no permit would have been necessary if we had not
decided, after the fact, to also construct the Medical Office Building.
We did not intentionally attempt to begin construction without the proper permit_ All
necessary permitting requirements will be adhered to in the future. if you or your staff
have any suggestions or comments which may help us understand all necessary
requirements for sewer and water permits, please have them contact me at (828) 733-
0851. We again apologize for this situation and give our complete assurance it will not
occur in the future.
M in cerel , ,ames E. Privett, Jr.
Executive Vice President
Sloop Memorial Hospital, Inc. o
P�
' Charles A. Cannon, Jr. Memo" Hospital, Inc.
P.o. Box 470 One Cwssrwre Drive, Cmssnore, NC 28616 P.D. Box 8, BU5 Shawneehaw Avenue, Banner Elk, NC 286H
(828) 733_9231 Fax [phone] r (828) 89&5111 Fax [phone]
a•d
T6ZL-EEL
'420ntJd WIC 8ii,:60 6B TT ReW

ADAMS
W. K. Adams
Company, lne. May 4, 1999
1313 E. Main.Suvet
Suite210
Richmund. VA23219
804. 343. 016) Mr. James E.. Privett, Jr.
FAX [phone] Executive Vice President and COO
Avery HealthCare System, Inc.
434 Hospital Drive
Owner Reprcsentnliun Linville, North Carolina 28646
Prorrnu Menagenunr Re, Avery Health Care System
Facilities Development Unauthorized Sewer Line Construction
Dear Jim,
I am in receipt of the letter from Mr. Forrest R. Westall, Water Quality Regional
Supervisor of the North Carolina Department of Environment and Natural Resources,
Water Quality Section, Dated April 26, 1999 requesting an explanation of the
unauthorized sewer line construction violation, cited their in. The following is my
written response in explanation of the violation.
After a telephone discussion with a gentleman from the North Carolina Division of
Environmental Management, Water Quality Section, Permits and Engineering Unit in
Raleigh, North Carolina during my efforts to complete the Non -Discharge Permit
Application for Gravity Sewer Collection Systems. I developed an understanding that the
permit application was required as a basis for sewer flow acceptance, by a licensed
approved treatment facility having sufficient capacity. 1 did not understand the permit to
relate to the physical construction of the line itself. The Engineer of Record is required to
certify that the proposed installation meets the North Carolina Gravity Sewer Minimum
Design Criteria on page 4 of 4 of the application. Additionally, no plans or specifications
are required to accompany the permit application. I believed construction could
commence on that basis. I did understand, however that there was a risk the line could be
constructed and the flow to the Town of Newland for treatment in their facility, as
represcnted in the permit application, could be disapproved by the NCDENR. I stated
that risk in a project meeting prior to the authorization to commence construction of the
line. It was decided the flow would need to trdvel down the access road in any case, thus
the risk was warranted.
Jim, authorization of the commencement of construction of the sewer line was not a
deliberate attempt to violate any rules or a calculated risk to gain construction schedule
advantage. I request that you attach this letter to your response to Mr. Westall for his
consideration with respect to implementation of any enforcement action against Avery
Health Care System, Inc. or Shelco, Inc.
E-d IBZL—EEG '420AiJd wig e9fr=60 66 IT Rew

Please contact me if you have questions or require additional information.
Respectfully,
R Adams Company, Inc.
Daniel J. ogle
Group Manager
cc Jim Venker
Mark Ahem
'b'd I62L-EEL %2aniJd WIC 891b:60 66 II Rew

McGill
A S S O C I A T E S
April 15, 1999
Mr. Kim H. Colson, PE
North Carolina Department of Environment and Natural Resources
Water Quality Section
Permits and Engineering Unit u�
512 North Salisbury Street Q —__
Raleigh, North Carolina 27611
a APR
RE: Avery Health Care System, In-,Uil cJ
New Hospital Facility
{4t
Avery County, North Carolina_t ''
Dear Mr. Colson:
Please find enclosed the following submittal documents for use in your review of the
above project:
• One (1) original and one (1) copy of the executed Non -Discharge Permit Application for
Gravity Sewer Extension.
• $400.00 permit processing fee.
• Two (2) copies of a letter of Sewer Flow Acceptance from Town of Newland, dated March
31, 1999.
• One (1) original and two (2) copies of executed Operational Agreement.
This project consists of the installation.of approximately 3,208 lineal feet of 8" sewer
line and appurtenances to serve a new hospital facility and adjoining medical office building
which are now under construction. Your review and approval of this submittal will be
appreciated. If you have any questions, please do not hesitate to call.
Sincerely,
YcG SSOCI AT , P.A.
D. DAVIS, P.E.
cc: Mark Ahern, Shelco
Edward Greene, Avery Health Care System
Alex Scott, Carolinas Hospital Network
Mike Parker, NCDWQ Asheville
DAVIS\97142.00\LETTERS\KC 15APR9.DOC
Engine'eri-ng • Plan,ning • Finance
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

State of North Carolina
•tment of Environment Health and Natural Resources
Division of Environmental Management
NON -DISCHARGE PERMIT APPLICATION
GRAVITY SEWER COLLECTION SYSTEMS
ihotocopied for use as an.onginal. Pump Stations, force mains and low pressure sewers
(including S.T.E.P. systems) are not to be included as part of this application package.
Any changes made to the content- of .this form shall not be allowed and will result in the
application being returned.
This application will not be accepted ' by DEM unless all of the applicable items are included
with .the submittal.
I. REQUIRED ITEMS CHECKLIST:
Please indicate that you have read the following list of application requirements by signing your initials in the space provided
next to each item.
.,.
ni i
1. One original and one copy of the completed and properly executed application form.
2. The appropriate permit processing fee, in accordance with 15A NCAC 211 .0205(c)(5). The fee for
sewer extensions is $400. The fee for sewer extensions by partially delegated municipalities
(applies only to those governmental jurisdictions that have specific delegation review authority;'
1.
as granted by the Division of Environmental Management) is $200.
3. If the owner/authority of the wastewater treatment facility (WWTF) and/or collection system that will be
accepting the wastewater flow from this project is different from the applicant of the, project, then_a letter(s)
must be provided from the owner/authority of the WW'IF and/or collection system specifying the
volume of flow that will be accepted. 'Me letter(s) should be recent (within qpe [11 year) and should
refer to the project by the same name as that identified on the application and the plans/specifications.
4. -If the application is being submitted in the name of a privately owned public utility, written
documentation 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,
written documentation must be provided from the Utilities Commission acknowledging these areas d1
are covered under an existing franchise: _ /�`t
5. One original and two copies of a properly executed Operational Agreement must be submitted if the
sewer extension will be serving single family residences, condominiums, or town houses AND if the
subject sewer extension is owned by the individual residents, a homeowners association, or a developer.
II. PERMIT INFORMATION: SOC Project: Yes No.
1. Application Number (will be completed by DEW:
2. Specify whether project is: ✓/ 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 permit issue date
4. Specify whether the applicant is: public private.
5. Application Date: �t" [ , 6. Fee Submitted: $ y�
7. County(ies) where project is located: Asp �2v
8. Applicant's Name (Please
specify the name of the municipality, corporation, individual, etc.):
AvERY 6AL-ra GA2E SY5TEa4 G
FORM: GSPA 02/96 Page 1 of 4
1,400 copies of this document were printed at a cost of $117.32, or _$0.084 per copy.

III. GENERAL INFORMATION:
1. Print Owners or Signing Official's name and title (the person who is'legally responsible for the facJand
JJr
''11
2. Mailing address: .� i s 5 .. N rw t.A►J o 4t G. t•kw'0ry
City:--taylwe State: Zip: 2.8C.44
Telephone Number(
3. Project Name (Please specify the name of the subdivision, facility, or establishment.- The name should be consistent
the project name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):.,
A., cQr I -A ram,, TB CA,2.fc Tom• �o s�,r: -"��� 4^a►
'I V. INFORMATION ..ON WASTEWATER: _
I. Nature of Wastewater / O O % Domestic/Commercial % Industrial
% Other (specify)
2: - Volume of wastewater generated by this protect: _ 25 2 o O gallons per day.
3. Explanation of how• wastewater volume was determined:
4000
1✓1013 l y pecr��s x 2 ScU gall dam ._ 3 5l)0 - _ , - _
2 DF;:-ler .fuX 10 PfoP&F_X 20 QJ,/ - yQb � .
3 PvBuC_ Anew X �o dooms x lD��aQ/ /B� S,9N �/, ZDo
v 7D74I- .0s) 260
4. Named wastewater treatment facility receiving wastewater. 7IW xJ d F NEW" AID ► KiS7 OW ATF4Z
__ 79M76ir"T / LAVI
Owner of wastewater treatment facility:w� o 1u� c�A�.) C� �i oCA 2or--, ..S +°�
Facility Permit Number. NC00 2 18 .77 or WQ 1 /
5. Indicate any parameters (and their concentrations) which will be greater than normal domestic levels: �!
1
6. If wastewater is not domestic in nature, what level of pretreatment has bctn provided to ensure protection of the rece
wastewater treatment facility? �1R
7. If a pretreatment permit is required, has one been issued? A Yes
the pretreatment permit. If No, when will one be issued?
No. If Yes, please attach a cf
FORM: GSPA 02/96 Page -2 of 4

QESIGN INFORMATION:
1. Summary of GRAVITY SEWER to be permitted, by diameter and length:
2. Are there any sections of the Gravity Sewer Minimum Design Criteria or 15A NCAC 2H .0200 with which the subject
wastewater collection system will not be able to comply? Yes No. If Yes, please identify and explain:
r
-- i9
.,fir !`-, �.�`y,• .
j �jtif is/r.• , sLu .. ..
IMPORTANT:
If you responded Yes to question V.2 above, the completed application package,
including two (2) conies of plans, specifications, supporting information and
anv other materials, should be submitted for an individual permit.
FORM: GSPA 02/96 Page 3 of 4

VI. CERTIFICATIONS:
Name and Complete Address of Engineering Firm
2251
City: ASttEV i 1E State: AC, Zip: 2(�OZ.
Telephone Number.
En
I,
ification:
attest that this application for rlyY�'7�L�Yf�
has Been reviewed by me and is accurate and complete. f further attest the proposes sesign nas peen prepareu in au muauua w,u,
applicable regulations and the North Carolina Gravity Sewer Minimum Design Criteria adopted February.12,1996. Although certr
portions of this submittal package may have been developed by other profes ionals, inclusion of these materials under my signati
and seal signifies that I have reviewed this material and have judged it to be nsiLOM th - sed design.
North Carolina Professional Engineer's Seal, Signature, and Date: ����e•••E SI '` '
: SEAL--
22-96 -
S .
. 5 .
Applicant's Certification:
I, ED' iARD C, GREENE, JR. , attest that this application gr •
PRESIDENT
RVERY r
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of t
application are not completed and that if all required supporting information and attachments are not included, this application paces
will be returned to me as incomplete. Upon approval and completed construction, I will operate this system in accordance with
North Carolina waRMwater colleclinri_permit requirements.
Signature � / �G/ Date q- / ! l
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: GSPA 02/96 Page 4 of 4

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;: .,

TOWN OF NEWLAND
NEWLAND, NORTH CAROLINA 28657
March 31, 1999
NC Division of Environmental Management
Water Quality Section
Permits and Engineering Unit
PO Box 29535
Raleigh, NC 27626-0535
RE: SEWER FLOW ACCEPTANCE FOR CANNONMEMORIAL HOSPITAL
SANITARY SEWER, NEW LINE
Dear Sirs:
This is to acknowledge that the Town of Newland will accept for treatment in the
Newland Wastewater Treatment Plant, wastewater flow from the above referenced
project in the amount of 25,200 GPD, which will be discharged to facilities operated and
maintained by the Town of Newland. This acceptance of wastewater flow will begin
when the sewer lines from the existing town system are in place and connected to the
hospital sewer lines at the intersection of Highway 181 and the hospital property.
If further information is needed please let me know.
Sincerely.
Beatrice W. Daniels
Mayor

RTGS
F""" SHELCO 8287331978
TO , 62e73319-M 1999904-75
P_ 2
13139 13435 P.03/p4
IOF
NORTH! CAROiX4A
(a � ����Was+�M NI�.��•I npi
T NO. _ - --
ThkAQRWWMtao4v pmwt to G.SA43-21S.1(d 1) w id etch iuty tiffs dsy of
1� t)T ad wtww the ITom comma anvi =mo# l "a"Pt�a
l+aiga:oa, as ap y vt 3%ta of 1N �rOUV4 ba,eiaat'tcr Y at >dta G'GNIIYII351UNi md
A VOAV Sy
;s'lgM
buslow In Me Sma BLNOi�i ,�IaP+A iit 7��� tP dP
�vrrarBss�x: • .
1. � IyFY�Y-� t� qvY� of t� cari�iia lands IypgB �1 � � ��'�-�t7►o vP�
Which it iw ezc�g and � area d�+411� u>aits a� vthcr lraprrneta3�tti, deveiopt�ettQ 6D latvwa 11i
I
0�ft Dewlog cnt), •
•2. MW I?BVEWM 05CUM dv waW= a wwmwutat FOR vraeSa�eoe� t�aecR
IM& andfor dbpgrwil nowon owmbAwr DLVVW Sgrat� w pro�r3de tar�r saw: c SFOSaI:O aarYs
ttiv OCv I"'; yt Ail Said Dumb.
S_ TiSt DaV=p'Sl; Ass appW to tiro COMUSSM 3br the issua= of s w G.3.143-
W--1 to fit, Ma4wo, arcd,vperatc the Impow Syr ,
4, 'nei D+IVIWPR ha s i"W or $Ml; t Ae writ oMa:�p JA Said Q jut" otbtr i►�yro"QEtaatt0
and � of et vacwamm of Umt ow a mp owbaf���uation)- purmo w Ct>ap�c
'47C a(t Xa� t ti SatuoQa.
�. Mac WVWAM has cwjwd tw.bo ford or wUl taunt w be fob at to time of Btiag pZZa VM4U494
A vcia v a isc a -per• ooaposatloat os eaci tt� i yr tt+� Ewa vf�.
of Nwal Caulia. v>� r thot Fu PmF arrant aftm of lmd" ttI peiro C
►� atad bu�attcss
DavGlopmwt� otvpecstM�. meiritobeiteg, zaoonatr�wsg wed tott a�eu� vitdec lasada
Sad ino t5 subjact m unit gyp, omd, oT tg don Ud
aneatato pratiidv funds for such ope*tit3a. maiatQta , m-mttstr ovu ad nvw,
• . �. ' 't"he Qol�tiSBPON' datites to as�e first rkas 8yad� vt tka Dev�elapuwat is c'otta4coct�d.
wte mined aid opmted in nmm* .'C wigi law M4 OW91 PIVY sbm in ogir iv PrcetffReS gttalit r vL iho
watora of tbo otatt arecl flip pvblit i d>.
IqOW. IftM=Rrh in oosysldet *m 91 tt w d the beaeartta to bo d oW by "�b PC dwPova
bash t�1a UQ�OrI wed OBYHL,OI'�!t dv tete�r wataauy apos as
1: The DAYaLOm sJS41I ooftm= rise Dwosai Symo In acwr dwm lvith the paw tmd p� and
datu Issued aa�d w st by t CG4V�1 8Si0N; md"l tt gtvpedy op e
tmdmakrain such ty*= and fesWUgs m 2=rdmm Whit applicable pm)v it ptw is M MO law.
2. 'itwc AiR ah�il ar►t twtcaadtip aud/c� ca>1 of tbo Ui><g0i 5ysxat w ties Associsriva
va4ai mstuc =ba bm Complot win M*ds= wills tbs pea h 4w v4d p� ttal t�:tadl'oFdae
MYL*q ®[ sevbwj Sat hip twpeewd and As"rogof ZhO� ,btu' P dta
:arse Set ttas ptv: b*(mr, die MYXLQM must oeaz that d W bo shod b titer 010M
Tlu3 tagdrxt must itmctade s The $YIAW and Deftftoa.
3, IU DEVELOFM SAD trot tramsf , =Vey, Awgn or ot3 waft rUm � £ts or rvkresw l ty for
v
�e gmdoa Sad rttahm owae of its Disposal Syausm.ufttil a Permit tas mimed to dte DEV6.WP et
svaeessor.

3,
IRTBZ
FF-- SHELCO 8287331978
P. 3
110 1 02rM319-m 1909.04-is 13,39 9435 p.04/04
FT* DVMOM *0 prtavide in tha VvO nt on swd Anodetfon Syiaw* ftt MM awd
*M?uM=WO I =vM tta a data of ttae ca�umwi e&tpetT� ataali t6ae�a�f,t�e,r�yb.��o MpsOymuLjWd&dvW
to cvpitanait�► Wu2n law stnd the of ttse pecatit ib� caagt�eOA10 opMuoat, Mpsk and
tifstC>suice of ttr®�r=tats stud ruititie� ire I7Evbtnefivit atsid 87kw: tAati ids iT� i0tdn wasoewda
oast, cpiloa :ysSe:a as a taot:Traoa tkmtpt wtsicttiae the highest fir► for
t�di by tha Ata�to 'oTs t fbr 1�'cdstrat, 5tatc and 3aotT1 tst�oai, and insar�oo,
The DSVMOM Man pRvride in tits DedArgiva saki Assocladw" Sylaws that the pbpMa SysM t+ 3 be
tawtit=IuW vat of dte common uVwuL Ea � m a� that the ate ba lands >�i�r available tv
:ey 4 Mebas u or OMOVq1 the bisposal rm rat t udite o tatt0 t>stth tamttx oxpari5el,
the DuUmdon am Assovistiva j3ylaws a:tt 1=-' vaat s ftd W Masted va of tbo coME= aWastes.
7� bo MaparaU from the ra4tw mo�iataatutOb t:lttacalgd fos the ticaiity aalld aAali be gilt of the
d. bs dt amt tha VqMMM Vq=M 1900 tics: and Rand are ttot vompte fbr"wawa, M*,
=4 ?*xWu=MQr9M Mond sy tam, the n d Aiwriation B�itwa sW Myide for fpdCta!
watts to COO such MC=WY cqis tin , 'ape shalt bt t►oli�it oTt tT moat of ajvt b a sstarazi9, awd
� Det'jasstitxi pptd Bylttays sba>2 pTa�t aucte ap�aiat � t� be sty as y � � .
tiTot�.
7. Ire 4ast wdw cvliectiott sygma and wa Wwat" traael cqe Wdre r dUpow f4cility Mu"aod b0► aw lily.
• ViUgp► coumy, waver and sawer itacs, or cam alai% or pva ti shall hftv4 W bwn$
avatitebie 1p sM tln Nwkppmt, am DRViwI Opp td 0 tdz 0 is aeve my to +aria do
t actin* aw fvmm watewatttr of dta D�t to be and t� iuto SWd gov+enm�oaaW
=Ym: sad" ca:avestr or Mms tr as :a of the V13poplOystM. w d Wh Mae ► easeoasssd a* ihv
go"Mesgal :rail r",y r%vks as cwdluon of accepdn; tba Davelopaaeut`s waet W&r.
S,Rom that it wood bs guavaq to the p4brx fates[ and w 00 health. r aad w+� Q* fvr
*0 Aaegeladon >ay.%M irate vvl Ott w dhSO ithtitn Win$ Mea s� 40 t� 1i� can and
props: Z6a awce, Mpalf sm vpenaou of lte Aivgttw 4SUM tine DEVRQPEK 04 da is the
' Asaoc�oa18�RsWs that the Aspoeiatti0ti shall not etttK fsa� votautary disaoltatlatt �vhh>�t iirsL isavi:Tg
true d tv swd $YAUG artd Bliss to swM pmov. cviya�fz
oz other eats► IMP& to and
app by es-LO OGMUNhy the1=2= sett pwalft
9. ,.'1'jSe ttaetst$ f*M its rtwatbazvd s 3. 3, 4M Saw 7. cud p zbvYe a 6a wadiDa�ts at�y
permit bmd by the COMMON m list% fo>< a vottstanst. oa;,Mahmmm rV' Mold
vpecatioat of to Dkpwd Sys.
19. ter of this soeat sitatil be,f:3ed at tho R4geeoa of in tbo ) hers > w is
itad is t!>d q t of tie & uuy at State of Nc Qsry �►ftit tha es of 1COMOOMMUfft
Aasoc�;t:oa,
IN W M4031NHMOF. INS isvomxm was vMCM th dvpiictft odgsou by the d* snmmmiw¢
tepMtMWye oche patios higm an tha 40y aw y= wdttea as Brat by fads of OM p 4=04 below.
F®RTHB SNVMONXWrAL
MANAGEhU i'COYvMMON
A. Ptestou Hvwxid* Jr, �.�., Dia�cear
Divbj" of ZMAMFMMUMt A+ Mnsc tscaat
EDWARD C. GREK JIL
Print { CARE STSFE% INC,
a�

RSSOCIRTES TO INC - DENR RSHEVILLE IS.:_ 04-16 13=22 #432 P.01f07
V 1i11. A.kt71 11 01YAR 1 1 t1L
McGill
kSSOCIATES
,SE DELIVER THE FOLLOWING PAGE(S) TO:
NAME:
Mike Parker
COMPANY: NC DWQ Asheville regional Office
VAX NUMBER: 251- 6462
DATE: 04-IS 99 PltOMCT (AND PROJECT NUAMER): Avery f(eidth Cale System
9714200-041
TOTAL. NUMBER OF PAGE(S) 7 INCLUDINGr COVER SHEET
IF YOU DO NOT RECHWE ALL PAGES OR HAVE ANY PROTILEM 'GS rM RECEIVING
TMSS nZAN'SMI.SSION, PLEASE CALL CG1NN E AT 1-828.252 0575
PROM: Dale Y'enBA PPS
CONEMMNTS:
As you and I have discussed, the permitting and construction of a gravity sewer line to
serve the hospital and medical office building for .Avery Health Caxe System in Avery County
Piave recently come into question- As you requested, please find attached a copy of a letter
from Gary Davis of McGill Associates to Mr. Alex Scott of Carolinas Hospital Network
regarding the permitting of this sewer line.
For your information, today we received by FedEx the application form iiom the ow=
for our execadun. and (7ausmittal to Raleigh.. We will sent a copy of the executed application
and project plans to your office at the same time we make the submittal to Raleigh.
If you have any questions, please call.
DPFax.Doo
Engineering . Planning * Fxntan oe
jlMoMIS A,vaa€ w a, PA. • P.O. ZQX ZZW, "eviffe, NC 2B= • M Broad &J'ed Asfta*Re, NC 28M - 828-M-OSTS • FAX
-•-

RSSOCIRTES
TO :NC - DENR RSHEVILLE
McGfll
A S S O C I A T Z 5
February 22, 1999
Mr. Alex Scott, VP
Carolinas Hospital Network
Post Office Fox 32861
Charlotte, Nord. Carolina 28232-2861
is-_.04-16 13:23 #432 P.02/07
RLE COPY
Project #
File #
RE: Avery Health Care System
Avery County, Noilh Carolima
Dear Alex:
Vile received a telephone call f= W. Mark Ahern of Shelco asIdag us to proceed with
the permitting of sanitary sewer line serving the hospital and medical office building (MOB) at
the above project site. As you know, we have never permitted this. sewer line due to the
uncertainty of which treatment facilydes were to receives and treat the waste. Aft Ahern
informed us that the Town of Newland bas agreed to accept and treat the waste, and they have
obtained the services of an engineering firm to help them extend their system to hospital site.
We need, input from you and the Avery Health. Care System to properly prepare the
eudlwed "Non DAS6arp Feamit Application for CnraVity Sewer Collection Systems". Our
questions regarding this appliccadon are as follows:
Part I
+ Item 2: Will. the $400 pemut Pxocessing fee be provided by Shelco, .Avery
Health Care System, or Carolinas Hospital Network?
• Iteem. 3_ Is the sewer line from the hospital. tea NC 1$1 tobe publicly or privately
awned? If the Town of Newland will be the owner, then this item is nonapplicable.
If the hospital or Avery Hean C= Systems will maintain tt lime, then a letter
from the Town must be obtained regarding the Town's acceptance of the sewer flow
from the hospital and the MOB. In addition, the North Carolina Department of
Transportation must agree to allow a privately maintained sewer L= 'wit ix the
right-of-way of the access road from NC 181.
Item 5: As in Item 3, &u= owmiship of the Hoe imxst be rletu;ooirmd. If Avery
Health Care System will be the owner, then an Operational Agreement most he
prepared and executed..
pad 1I
* Item 4: See question in Part I, Item 3.
* Item 8: ' Usc amwEr is Item 4 to determine applicant's name.
Engineering " F I a n n i n g * Fi>nance
1 aGilf Asroclerfer, P.A. • P.O. Box 2259, AshrWile. NC 28802 • 55 Broad $treef, Asheville. NO 28801
704-252-0575 • FAX [phone]

RSSOCIRTES TO :NC - DENR RSHEVILLE
Drua w 15►�T
got
Part III
Item 1: See question in part II, Item 8 above.
* Item 2: • See question in Part II, Item 8 above.
IS- _.J4-15 13:23 #432 P.03/07
PartXV
-
• Items 1— 3, 5 - 6: The architect and/or their mechanical subconsultant should
supply this information.
• Item 4: Our office can request this information from the Town of Newland, once
you or Avery Health Care System confirms that Newland will accept the waste.
Item 7: Our answer is based on information provided in Item S and 6 above.
Part V
`• No questions_
• Applicant's Certification: Once the answer to Part M is determilzrcl, then the
information for this it= can be completed.
We are ready to complete this application and make the ruph-ed submittal to the staff
iimrdiaWY upon receipt of the requesW information. Meanwhile, if you have any questions,
please call_
Sincerely,
McOILL ASSOCIATES, P.A.
GARY D. DAVIS, P.E.
Co., Mark Ahern, Shelco Inc.
Samen E. Privett, Avery Health Care Inc.
DavisJ97142.0ohechoolrftet=das2feb9.doe

RSSOGIRTES TO :NO - DENR RBHEUILLE is 04-16 13:24 #432 P.04/07
Division of Environmental Management
NON -DISCHARGE PERMIX APrLICATION
GRAVITY SEWER COLLECTION SYSTEMS
bran may be photocopfed for use as an original. Pump Stations, force mains and low pressum sew=
(including S.T.B.P. systems) are not to be included as part of this application packagm
changes trade to the content of this form shall not be allowed and will result in the
application being returned.
This application will not he accepted by I?EM unless all of the applicable Items are included
with the submittal.
I. REQUIRED ITEMS CHECKLIST.,
Please indicato that you have read the following list of application req*ements by signing yowr initials in the- space provided
next w each item.
}Svnlirant's Tullis
I. fluc. original and one copy of the. completed and pioperiy executed application form. -
2. 7`hcappropriatepermitpurringfee. inaccou1mcewith►►I5AIQCAC2H.02tk5(c)(5)• Thoftfor
sewer extensions is $400. The fee for seven extensions by partially detegated muoiaipalfties
(applies only to those gave mmental jurisdictions gat have SpeWfiC d f gaftn review authority,
as grated by the Division of Enviromnctnat lirl magement) is $2M
3. If the Ownerfauthmity of the wastewater matmcatt facility (WW k) SWOT collection syysicm brat wilt bo
wme�ttg the wastewater flour f:um this project is diffeteatfrolm the applicant of the ptu ject. then aietter(s)
most be provided from the ownWantho ity of tiro W WWandlor collmdon system specifying the
voltmte of flow that will be amepbuL 'Me letter(s) should be recent (within tote [13 yam) and should
Tef x to the project by the same name as that Identified on the application alid the pl20sl8P=iftsati0its.
4: If the application is being submitted in the name of a prhinkyt3mowned ppublie utilittut ty, wi
docealW= tmust be submitted from rite Utilities (bmmission whic8 demo22tes that the utility
- 7g anthadZed to bold the francLise; for the area to be served. In the case of contiguous serAco meals.
written dommmentatitm must be provided fmm the Utilities Commissions aclanowledgirng these: areas
: we coved under an wds ft franchise.
_ 5. Qnc orWaal and two cures of a pmpeAy executed Opemtiond AgmementmuStbe Submitted if the
=;ver extension vnll be serving single family residences. condominiums, or town is== ANO if the
suldect sewerextemion is owned by the iudMdud =ideasls, a bomeomm a4secia&n. or a developeL .^.�
II. rERWr INFORMATION: SOC Froject: _'lies NIL
1. Application Number (wdl bo completed by DE141)_
2. Specify whether project is: _ new modda'icatim
•3.
If, this agplicadop. is being submitted as a result of a mo&ffcation to an existing permit. please CIDWplete:
_ e rg permit number and pmaxit issue date --
4- Specify whether the applicant: is: public
5. AppUcadon Date: - & Fee Submitted: S
- 7, • CountyCies) where project is locate8:
8: A.ppEcartfs Name (Please Specify the name of the municipality, corporation, individual. etc.):
FORIVt: GSPA, 02/96
Page I of 4
1.400 copies of this document %vere printed at a Cost of $117.32. or X084 Per copy_

RSSOCIRTES TO :NC - DENR ASHEVILLE IS__-M-16 13:24 #432 P.OS/07
WERAL INFORMATION.
ION.
Print Owners or Signing Official's name and title (the poison who is legally responsible for. -the facility and its campy
A. Msiiimg addresSS;
city: W Stag
Telephone Number.
Zip:
3. FWieGt Name, (Please specify the nano of the subdivision, facility, or estmblMmenr: 7%e name should be consisten
. the pznieet name on plans. speeifcations, Iettem of slow acceptance, Operational Agr o menu, etc~):
I V. Wd�WA.TION ON WASTEWATER;
1. Nature of Wastewater. X�vancsdc/t✓omauexcia! 96 rndusnU
Other (Y) - ------
Vv1um,0' of wastewatcr gcnoratcd by this project: gallq w per day_
3. HWanifim of how wastemw volume w i _
4. Name ofwasmwatar treatment facHty jewift wa"stuMuer . .
(des divs Wwaibi tneatni�nt facility: _
Faraility Perrialt Nuutber: N00O or WO -- -
5; " lute any parameters (and their concentrations) which will be greater than normal dome levels:
G. I£ wastewater is not domestic in namrey what level.of prckeitinent has been provided to proteaifou of the sc:
" ... .. wastewater treatment facility?
7- If a pr=eatmem permit is requited, has one been issued? Yes • No. If Yes. please gmA a copy a -
the Mtmatmcnt permit. It No, when will one be issued?
FORM: GSPA 02196 Xtge Z of 4

•r.�
RSSOC I RTES TO : NC - IIENP, RSHHtilI LI E IS _ _ _ M-16 13: 26 #432 P . 06/07
;IGN INFORMATION:
Summary of GRAV= SEYJ R to be permitted. by diameter and length:
2. Are there msy sections of the Gravity Sewer Minimum Design Criteria or 15A NCAC 211.0200 with which the subaect
wistewater collection system will notate able to colnply7 'Yes Na If Yes, please identify and explain
. _ •:lam .. ..{� - .. -.. . • _. _1 • � ' - � Y. • l•
' If you responded Yes to questioxi ' V.2 above, the completed application packag
pap other w_HjgriB1s. should be submitted
FORM: GSPA► 02196
Page 3 ut 4
an individual. permit.

LL ASSOCIATES
TO :NC - DENR ASHEVILLE 1E__.04-15 13:25 #432 P.07/07
CERTIFICATIONS:
Larne. and Complete Addmss of Engineering Firm:
tty: stag Zip:
Telephono Number ( �
Professional Engineer's Certification;
I,
attest that ibis application for -
has been reviewed by me and is auuwzte and vompIc" I fiuthcr attest the proposed design has bee prepared in acaox&nce wis
applicabro reguiat3ons and the North Carolina Gravity Sewer Wwim= Design Criteria adopted I7ebruary 12.1996. AItltwO =
portions of this submittai packago may have bem devctopu! by other profcssionats, inclusion of these :na4erla under my Sim
and seal signifies that I have reviewed tItis material and have judged it to be consistent with the proposed. design.
Northt taralirlaPxa�Fessionai Engu�'s Seal, $ignaturc� and I?ate;
-Applicant's Certifications:,
atttsst that this apgiicaUsin far
has been reviewed by toe and is aca=ta and complete to. the hest of my knowIedga: I understand that if Ali required parts c
application are not compIMPA and thatif all requixcd supporting information and attaehrf am are not include, this applieatiort pat:
will be rehtrned to me as incomplete. Upon approval and completed construction. I will opemto this systeur in aecoYdance wW
Nord; Carolina wastewater calieciion permit requitiem
- - - • - • - - -- -- Date -- -
-ki-IE COMPLETED A"LICCATXON PACKAGE, INCLUDING ALL- SUPPORTING INFORMATION AN
MATEMALS, SYL01OLD HE SENT TO T118 FOLLOWING ADDRESS. -
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
.. WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RA"LEIGH, NOXV1 CAROILINA 27626-0535
TELEPHONE NUMBER: (9I9) 733-510$3
FORM: GSPA 02/96
Page 4 of 4

JMcGffl JS
A S S O C I A T E S
May 8, 1997
A. Preston Howard, Jr., P.E., Director
North Carolina Department of Environment, Health and
Natural Resources
Water Quality Section
512 North Salisbury Street
Raleigh, North Carolina 27611�
RE: 100,000 GPD. W�V ITP
Linville Resorts, Inc.
Avery County
Permit No. WQ 0011843
Dear Mr. Howard:
Work on the above -referenced project has been completed. With the completion of this
work, I submit the following Engineer's Certification:
"I, Danny B. Bridges, as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe or supervise the observation of
the construction of the project entitled 100,000 GPD WWTP, Linville Resorts,
Inc., Avery County, on a periodic basis, hereby state that, to the best of my
abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications."
Sincerely,
McGILL ASSOCIATES, P.A.
c�
DANNY B. BRIDGES, P.E.
DBB/drj
Signature: �.�.
Registration Number: 16732�
Date: May 8, 1997
The Division of Water Quality hereby
acknowledges receipt and acceptance of this Engineers
'Certification
to
_J
dE
E n a i n e e r i n g7 P I a n n i n g m F i n a n c e
ilcGill:lssocill fes. Y.A. • 1'.0. ox 2259. Ache.-1�c. NC 28802 _ Groud Sire,, ;Asheville. NC 28801
70-1-252-0575 • 1:.l 704-25'-3518

y✓'" A
April 21,1997
BENTLEY PARLIER
LINVILLE RESORTS, INC-AVE DEV
PO BOX 98
LINVILLE, NC 28646
SUBJECT: CERTIFICATE OF COMPLETION
PERMIT NO. WQ0011843
LINVILLE RESORTS, INC-AVE DEV
AVERY COUNTY
Dear Permittee:
On March 04, 1996 the Division of Water Quality issued you the subject
permit. One of the conditions of the subject permit read as follows:
Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance
with the requirements of this permit and the approved plans and
specifications. Mail certification to the Permits and Engineering Unit,
P.O. Box 29535, Raleigh, N.C., 27626-0535.
To date, our records show that no certification has been received for the
subject permit. If the permitted facility has been constructedand placed into
operation please submit the required certification immediately. Operation of
the treatment system prior to submission of the required certification is in
violation of your permit and is subject to enforcement action. If you have any
questions, please contact your consulting engineer for this project, MCGILL
ASSOC, P.A. at [phone]. If the facility has not been constructed, please
contact the Asheville Regional Office at [phone], so that they can update
their records.

December 19,1996
BENTLEY PARLIER
LINVILLE RESORTS, INC-A SLUDG
PO BOX 99
LINVILLE, NC 28646
SUBJECT:- PERMIT NO. WQ0005913
LINVILLE RESORTS, INC-A SLUDG
AVERY COUNTY
Dear Permittee:
Our files indicate that the subject permit issued on 9/30/92 expires on
9/30/97. We have not received a request for renewal from you as of this date.
A renewal request shall consist of a letter requesting renewal and completion of
the enclosed application, submitted in triplicate. A processing fee must be submitted
with the request. Please find attached a copy of the 15 NCAC 2H .O2O5(c) regulations.
The processing fee for your. facility is based on the design or permitted flow,
whichever is appropriate, listed in the first four categories of facilities. Sludge
renewals are based on total acres of land permitted. If the facility covered by this
permit contains some type of treatment works, a narrative descripton of the sludge
management plan that is in effect at the facility must be submitted with the
application for renewal.
The Environmental Management Commission adopted revised rules on October 1, 1990
(attached), requiting the payment of an annual fee for most permitted facilities. You
will be billed separately for that fee (if applicable), after your permit is approved.
Please be advised that this permit must not be allowed to expire. If the renewal
request is not received within 180 days prior to the permit's expiration date as
required by 15 NCAC 2H .0211, you will be assessed an automatic civil penalty. This
civil penalty by North Carolina General Statute may be as much as $10,000 per day. If
a permit renewal request is not received 180 days before permit expiration, a civil
penalty of at least $250 will be assessed. Larger penalties may be assessed depending
qfl
� V N ' ' �a� - 1 1997
AT[,};U'R IITYSECTION
_.t REG1014AL OFFICE

on how late the request is made. In addition, any permit renewal request received
after the permit's expiration date will be considered as a new application and will be
required to pay the higher permit application fee.
The letter requesting renewal, along with a completed Non -Discharge Permit
application and appropriate standard fee, should be sent to:
Permits and Engineering Unit
Division of Water Quality
P. 0. Box 29535
Raleigh, North Carolina 27626-0535
The check should be made payable to the North Carolina Department of Environment,
Health, and Natural Resources (DEHNR).
If you should have any questions or need any additional information regarding this
matter, please contact me at [phone].
n rely
Carolyn McCaskill, Supervisor
State Engineering Review Group
cc: Asheville Regional Office.
Permits and Engineering Unit
Central Files

r
To: State Review Group.
Jay Lucas
From: Forrest R. Westal ,
Water Quality Regi upervisor,
Asheville Regional On
e
Date: December 21, 1995
SUBJECT: Procedure Four (4)
APN WQ0011843 State Review Group
Linville Resorts Inc. Review Engineer —Jay Lucas
Linville Avenue Develop.
Sewers -Private Regional Office Contact M.—Parker,
Avery County
1) Name of wastewater treatment plant to receive the wastewater
Linville Resorts, Inc.
2) WWTP design capacity
0.100 MGD
3) NPDES Permit No. NC0039446 Expiration Date 00/04/30
4) Compliance Information:
Present treatment plant performance
for previous _12_ months - beginning _94 11 01
Permits/SOC Limits Monthly Average
SEE ATTACHED
5) Quantity and type of wastewater from proposed sewers:
2,601 GPD
domestic XX
industrial
other
6) Volume from previously approved projects not yet tributary to
WWTP NA GPD
7) Regional Recommendations: Approval XX Denial
(Any additional comments should be attached to this form)

'State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
December 13, 1995
MR BENTLEY PARLIER
LINVILLE RESORTS, INC.
PO BOX 98
LINVILLE, NORTH CAROLINA
Dear MR PARLIER:
DEC
Application No. WQ0011843
Linville Ave Dev.
Sewers -Private
Avery County
The Division's Permits. and :Engineering rt acknowledges receipt of your permit application and
support; rig materials on December 11';4-195. This application has been assigned the number listed
PLEASE": REFER: TO ,.THE ABOVE APPLICATION.w NUMBER WHEN MAKING
INQUIRES ON THIS -PROJECT. -
Your project has been -assigned.to:Jay. Lucas 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 Jay Lucas at [phone] extension 502. 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,
�a
Carolyn D. Mc kill
Supervisor, State Engineering Review Group
cc:
McGille Associates, P.A.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity"Affirmative Action Employer

a
L—A
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: SOC Project: Yes, No.
1. Applicant's name (please specify the name of the municipality, corporation, individual, etc.):
Linville Resorts, Inc.
2. Print Owners or Signing Official's name and title (the person who is legally responsible for the facility and its compliance);
Bentley Parlier, Vice President
3. Mailing address: Post Office Box 98
Linville I
City: State: NC Zip: 2 8 6 4 6
Telephone Number: ( 704 ) 7 3 3- 4 311
4. Project Name (please specify the name of the subdivision, facility, or establishment - should be consistent witti'project
name on plans, specifications, letters of flow acceptance, Operational Agreements, etc.):
Linville Avenue Development — Proposed Sewer Improvements
5. Application Date: 11-22-95 .06. Fee Submitted: S .
6. County where project is located: Avery County
II. PERMIT INFORMATION: tt
1. Application No. (will be completed by DEM): Lin o n 1 I
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 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.: Residential development
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
Dretreatment permit. If No, when will one be issued:
FORM: GSA 06/94
Page 1 of 6

w
6. Volume of wastewater generated by this project: 2,601
7. Explanation of how wastewater volume was determined:
49
gallons per day.
7 homes (3 bedroom) @120,74Pd,/bedroom•::+: Chapol'-. (27 seats) @3 qpd/se�Ltl-
IV. DESIGN. INFORMATION:
1. Brief project description: Extension of sewers by approximately 1,360 LF,
including manholes and appurtenances, to servenew development
area of 7 homes and 1 chapel.
2. Name of wastewater treatment facility receiving wastewater: Linville Resorts WWTP
a. Facility Permit Number: NPDES NC 0039446
b. Engineer should provide statement of his evaluation of downstream sewers ability to accept the wastewater:
Downstream sewers are capable of handling this anticipated flow._
c. Permit Number for sewers immediately downstream: Unknown — ties into same system
d. Pipe diameter of sewers immediately downstream: 1211
3. Summary of GRAVITY SEWER to be permitted, by diameter, length and pipe material:
Diameter
(in)
Length
(linear feet)
Pipe
Material
Circle C or
N Factor &
Specify
Value
Minimum
Slope
Maximum
Slope (%)
Minimum
Velocity
(fps)
Maximum
Velocity
(fps)
Minimum
Cover (in)
8
1020'
D.I.P.
0.012
0.40%
6.83%
2.3
9.8
36"
O
o
5 6
5 6
11
NOfiE: The
minimum velocity
must not be less than 'Z 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 foo
separation for slopes of 21% to 35%; 24 foot separation for slopes of 36% to 50%; 16 foot 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 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 prot•,
the sewer pipe and manholes?
FORM GSA 06/94 Page 2 of 6

a
0
Maximum length of sewer between manholes% 3 4 2 linear feet.
This sewer line segment occurs between manhole no. STA 1 o + n o and manhole no. st a 1 3 + 4 h
7. Does the owner/operator have the ability to clean this length? y_ 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 bein€
taken to enable the sewers to withstand the loads?
Specifications for sewer line and manholes are designed to withstand
H2O loadin
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: None
11. Maximum allowable infiltration/exfiltration test rate: 50 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? o_ Yes No
b) 12 in. vertical separation from stone 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 the manholes watertight, vented
1 foot above the 100-year flood elevation and vented every-1,000 feet (should be shown on plans)? Yes No.
14. Identify (by manhole number) those manholes that are vented: None
15. Does this project involve any stream crossings? X Yes No. If yes, what precautions or special features have been
utilized to ensure protection of the sewer line and not restrict stream flow?- Identify the sheet of the plans and station
number where stream crossings are located: Ductile iron pipes specified at all
crossings — all streams are carried by culverts at crossings
STA 11+35, STA 14+65, STA 18+65 — all on Sheet 2.
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 may not 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 06/94
Page 3 of 6

0
G
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE DIVISION OF ENN
MANAGEMENT UNLESS' ALL OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
Required Items
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 $200. Name changes without other modifications are 5100.
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. 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 two copies - form provided by DEM) must be submitted if the sewe
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 06/94 Page 4 of 6

C
El
I Complete Address of Engineering Firm: McGill Associates, P.A.
55 Broad Street
City: Asheville State: NC Zip: 28801
Telephone Number: ( 704 ) 252-0575 [phone] FAX
Professional Engineer's Certification:
1, Dany B . Bridges, P.E. , attest that this application for Linville Avenue
Development, Proposed Sewer Improvements
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 submitta
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 Date:
• 4�$�®a@0�A03gp@e�Y
r,
Applicant's Certification:
I, Bentley Parlier ,attest that this application for Linville Avenue
Development, Proposed Sewer Improvments.r,
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if alf required parts of thi
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 ncomplet�\ ^
Signature • *�
Date x 11 Ai3 / 9 5-
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: [phone]
FORM: GSA 06/94 Page 5 of 6

0 0
DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (I /S
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Washington Regional WQ Supervisor
Post Office Box 1507
Washington, NC 27889
[phone]
Fax [phone]
Avery
Macon
Beaufort
Jones
Buncombe
Madison
Bertie
Lenoir
Burks
McDowell
Camden
Martin
Caldwell
Mitchell
Chowan
Pamlico
Cherokee
Polk
Craven
Pasquotank
Clay
Rutherford
Currituck
Perquimans
Graham.
Swain
Dare
Pitt
Ha},A,00d
Transylvania
Gates
Tyrell
Henderson
Yancy
Greene
Washington
Jackson
Hertford
Wayne
Hyde
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
Post Office Box 27687
Raleigh, NC 27611
(919) 5714700
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, ITC 28405-3845
[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
Iredell
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 06/94 Page 6 of 6

�QF VgAT, Michael F. Easley, Governor
`',96 William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
`w Division of Water Quality
SURFACE WATER PROTECTION SECTION
R, I L ;
fl EE✓y 5
September 4, 2007
t
Mr. Parlier
Linville Resorts Inc
11 Linville Ave
Linville, NC 28646
SUBJECT: Wastewater Collection System
Owner & Operator Requirements
Linville Resorts WWTP
NCO039446
Avery County
Dear Mr. Parlier:
I would like to take this opportunity to discuss the requirements for sewerage collection
systems that were first established in 15 NCAC .02H .0200 in March 2000 and are now found in
15 NCAC 2T .0403, Waste Not Discharged to Surface Waters, which became effective
September 1, 2006. These Regulations place significant operation, maintenance and reporting
requirements on those entities that own or operate a wastewater collection system with average
daily flows of less than 200,000 gallons per day.
-These regulations are applicable to your facility. This letter is provided as guidance
to assist you in complying with the new reporting and operations and maintenance (O&M)
requirements and to advise you that you are subject to system review, inspections and possible
enforcement, if the system is not in compliance with the regulation.
For your convenience and easy reference, a highlight of these requirements and the
following guidance are offered (see enclosed). You may find the regulations using the following
web site: http://h2o.enr.state.nc.us/peres/Collection%20SVstems/CollectionSystemsHome.htmi
The Asheville Regional Office will be increasing the level of oversight, compliance
activities and enforcement relating to collections systems, therefore, we wanted to be sure you
are aware of the requirements for these systems. We will be performing NPDES Wastewater
Collection System inspections sometime in the near future.
NorthCarolina
Nat111'QIly
North Carolina Division of Water Quality 2090 US Hwy 70; Swannanoa, NC 28778 Phone [phone]
Internet: www..ncwaterquality.org Customer Service 1-877-623-6748 FAX [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

September 4, 2007
Page 2of2
If this Office has not previously inspected your wastewater collection system and records
of same, you should be prepared to demonstrate compliance with all criteria listed above.
Enclosed is an inspection form that you can use to assemble your records prior to an inspection
by the staff of this office.
This Office has a Wastewater Treatment Plant Consultant on staff to offer assistance to
you in complying with the requirements of these regulations. Should you have questions or
need additional information regarding this issue, please contact Don Price at [phone].
Should you have any other questions concerning this correspondence or the
requirements relating to collection systems, please contact Roy Davis or Keith Haynes at 828-
296-4500.
Sincerely,
Roger C. Edwards, Supervisor
Surface Water Protection Section
cc: Deborah Gore - PERCS Unit - w/out enclosures
�-SVVP- — Central Office Files - w/out enclosures

r
1
Bentley Parlier, Construction Manager
Linville Resorts, Inc.
Post Office 826
Linville, North Carolina 28646
+vJ
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
June 16, 2005
Alan W. Klimek, P.E., Director
Division of Water Quality
Asheville
Subject: Permit No. WQ0028960
Linville Resorts, Inc.
Linville Village Pump Station
Wastewater Collection System Extension
Dear Mr. Parlier: Avery County
In accordance with your application received June 7, 2005, we are forwarding herewith Permit
No. WQ0028960, dated June 16, 2005, to Linville Resorts for the construction and operation of the
subject wastewater collection system extension. This permit shall be effective from the date of
issuance until rescinded, and shall be subject to the conditions and limitations as specified therein. This
cover letter shall be considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to Permit Condition 3, which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2H .0227 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Asheville Regional Office
2090 US Highway 70, Swannanoa, NC 28778
Internet http://h2o.enr.state.nc.us/
Telephone [phone] Fax [phone]
NorthCarolina
DENR Customer Service Center
An Equal Opportunity Action Employer
Telephone [phone]
50% recycled/10% post -consumer paper

Linville Resorts, Inc. June 16, 2005 Page
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 Linville
Resorts for the construction and operation of, a 92—gallon per minute pump station with duplex pumps,
on -site audible and visual high water alarms, and an on -site generator with automatic transfer switch;
as well as approximately 50 linear feet of 4-inch force main to serve ( Seven retail stores, one bank,
one restaurant and one spa business) as part of the Linville Village project, and the discharge of 33,565
gallons per day of collected domestic/commercial wastewater into Linville Resort's existing sewerage
system, pursuant to the application received June 7, 2005 and in conformity with 15A NCAC 2H .0200;
the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environment and Natural Resources and considered a part of this permit.
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 Keith Haynes at (828)
296-4500.
Sincerely,
for Alan W. Klimek, P.E., Director
Division of Water Quality
cc: Avery County Health Department
Water Quality. Central Files
PERCS Files .

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
LINVILLE VILLAGE
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless -specifically
mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2H,.0227. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2H
.0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.'
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a)., and public notice shall be provided as required by
North Carolina General Statute §143-215.1C.

4. This permit small not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification, a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2H .0200; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
8. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2H .0200; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 2B .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:

a. Any process unit failure, due to known or unknown reasons, that renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages or faxed information is permissible but this shall not be considered as the.
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition 1(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the sixteenth of May, 2005
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for anp . Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0028960

ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
a 92—gallon per minute pump station with duplex pumps, on -site audible and visual high water alarms,
and an on -site generator with automatic transfer switch; as well as approximately 50 linear feet of 4-
inch force main to serve ( Seven retail stores, one bank, one restaurant and one spa business)
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
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 above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

-TRACK APPLICA ON -for— T IONS FORCE
V
F WATF D State of North Carolina
0 9Q J U N ] 2005 I Department of Environment and Natural Resources
Division of Water Quality
WATER QUALITY SECTION FAST -TRACK APPLICATION
ASHEVILLE REGIOf�>f@1L�1`rR� Y SEWERS, PUMP STATIONS, AND FORCE MAINS
(Pressure sewers systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate that you have included/addressed the following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. This form may be photocopied for use as an original.
® I. 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 B(12).
® II. Application Fee - Submit a check in the amount of $400 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated within 90 days of application submittal.
❑ III. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is authorized to hold the utility franchise for the area to be served by the
sewer extension. If a CPCN has not been issued, provide two copies of a letter from the North Carolina Utilities
Commission's Public Staff that states that an application for a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or that franchise approval is expected. The project name in the
CPCN or letter must match that provided in Item A(2a) of this application.
❑ IV. Operational Agreements — Submit one original and two copies of a properly executed operational agreement if
the sewer extension is permitted by a private applicant and will be serving residential or commercial lots (e.g.,
houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If the applicant is a
homeowners' association, use Form HOA 02/03. If the applicant is a developer, use Form DEV 02/03. EVEN IF
THE PROJECT WILL BE TURNED OVER TO A MUNICIPALITY, FORM DEV 02/03 IS REQUIRED.
❑ V. 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, if different.
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.
® VI. Map — Submit an 8.5-inch by 11-inch COLOR copy of the portion of a 7.5-minute USGS Topographic Map along
with this form. The map should identify the entire project area location as well as the closest downslope surface
waters as clearly as possible. Each map portion must be labeled with the map name and number, the identified
location of the sewer line and pump stations, and be of clear and reproducible quality. For instance, if the project
involves 4 miles of interceptor sewer that traverses over or near several different waterbodies (or counties,
basins, etc.), the map should have location ID's shown for each different waterbody (where the sewer line is within
100 feet of such waterbody - see Instruction VII). This location ID is self chosen and used to cross reference the
location in Section C of the permit application.
❑ VII. Stream Classifications — Section C
• If any portion of the project is within 100 feet of any down slope surface water, Section C must be completed
for the pertinent sections.
• If the entire project area is a minimum of 100 feet away from any down slope surface waters BUT there is a
pump station involved where a history of power outage is to be used to provide adequate design storage
instead of dual feed or permanent or portable generator, Section C must be completed to demonstrate that
the closest down slope surface water is Class C (see 15A NCAC 2H .0219(h)(3)(D)).
• Use the guidance document entitled, "Determining Watershed Classifications.for Form FTA 02/03 (Fast -Track
Sewer Systems)" available from http://h2o.enr.state.nc.us/peres or by conta'cting the appropriate regional
office.
FTA 02/03 - Rev. 3 04/05

�I
4
l� TACK APPUCATZON for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS PAGE 2
❑ VIII. Environmental As:
01C], this applicati
Unit, 1617 Mail Sen
Significant Impact (f
with that permit appl
,ments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
can not be used. Send the project application on Form PSFMGSA 10/99 to the PERCS
Center, Raleigh, NC 27699-1617. Applications can not be accepted until a Finding of No
ISI) or Environmental Impact Statement (EIS) has been issued. A copy is to be submitted
® IX. Certifications — Sectioti D
The application must be certified by both the applicant and a North Carolina Registered Professional Engineer
(PE). The applicant signature must match the signing official listed in Item A(1b). The PE should NOT certify the
application if he/she is unfamiliar with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design Criteria (most
recent version) and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
(most recent version), as applicable to the project. Certification by a PE who is unfamiliar with these documents
is subject to NC Board referral.
ZL X. Downstream Sewer & Wastewater Treatment Plant Capacity
The applicant has assured downstream pipe, pump station and treatment plant capacity. The addition of new
sources of wastewater from this project has been evaluated along the route to the receiving treatment plant. The
flow from this project will not cause capacity related sanitary sewer overflows or overburden any downstream
pump station en route to the receiving wastewater treatment plant. If the applicant is not the owner of the
downstream sewer or receiving treatment plant, submittal of flow acceptance letter(s) indicates that owner has
adequate capacity and will not violate G.S. 143-215.67(a).
THE COMPLETED FTA 02/03 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING DOCUMENTS AND $400
FEE, SHOULD
BE SENT TV l tit Al-1-MUFMIAI t F% W WIMP%
vrrwK-
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell,
Swannanoa, North Carolina 28778
Cherokee, Clay, Graham, Haywood,
[phone]
Henderson, Jackson, Macon, Madison,
[phone] Fax
McDowell, Mitchell, Polk, Rutherford,
Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett,
Fayetteville, North Carolina 28301
Hoke, Montgomery, Moore, Robeson,
[phone]
Richmond, Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue, Suite 301
Alexander, Cabarrus, Catawba,
Mooresville, North Carolina 28115
Cleveland, Gaston, Iredell, Lincoln,
[phone]
Mecklenburg, Rowan, Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance,
[phone] Fax
Wake, Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan,
Washington, North Carolina 27889
Craven, Currituck, Dare, Gates, Greene,
[phone]
Hertford, Hyde, Jones, Lenoir, Martin,
[phone] Fax
Pamlico, Pasquotank, Perquimans, Pitt,
Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin,
Wilmington, North Carolina 28405
New Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell,
Winston-Salem, North Carolina 27107
Davidson, Davie, Forsyth, Guilford,
[phone]
Rockingham, Randolph, Stokes, Surry,
[phone] Fax
Watauga, Wilkes, Yadkin
For more information, visit our web site at: http://h2o.enr.state.nc.uslperesl
FTA 02/03 - Rev. 3 04/05

LINVILLE VILLAGE SANITARY PUMP
PROJECTED FLOW:
D E C E� W
J U N - 7 2005
DTI N
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
The proposed pump station will serve the Linville Village (business/commercial) area near the
intersection of NC Highway 181 and U.S. Highway 221 in Linville (Avery County), North
Carolina. The pump station will serve seven (7) retail stores, one (1) bank, one (1) restaurant,
and one (1) spa business. The proposed pump station will be located at the site of the proposed
development. The pump station will receive flow from the proposed development and will pump
the sewage into an existing force main that runs in front of the development. The existing 4"
force main carries flow from the Charles A. Cannon Memorial Hospital. The flow is discharged
in a sanitary manhole outside the Linville Resorts Wastewater Treatment Plant. The expected
flow to be generated using TISA: 02H.0200 guidelines is as follows:
Flow Contribution:
A. Seven (7) Retail Stores
Approximate Surface Area = 7,000 SF
Flow per SF = 120 Gallons/1,000 Ft.2 Day
❑ Q1= 7,000 SF x 120 Gallons/1,000 Ft.2 = 840 GPD
B. One (1) Bank Business
Approximate Surface Area = 3,000 SF
Flow per Employee = 25 GPD
Flow per Visitor = 5 GPD
Assume 5 Employees
Assume 20 Visitors
❑ Q2 = 5 Employees x 25 GPD + 20 Visitors x 5 GPD = 225 GPD
C. One (1) Restaurant
Approximate Surface Area = 3,000 SF
Assume 2,000 SF will be Dining Area
Flow per Surface Area = 15 Gallons/Ft.2
The number of seats is not available.
❑ Q3 = 2,000 SF x 15 Gallons/Ft.2 = 30,000 GPD
D. One (1) Spa Business
Assume Flow Contribution is similar to the one of a Beauty Shop, i.e., use 125 GPD per
booth.
Assume 20 Customers per day
❑ Q4 = 20 Customers x 125 GPD/Customer = 2,500 GPD
❑ Total Daily Average Flow = 840+225+30,000 + 2,500 = 33,565 GPD
Design Calculations
V&M Project #30550-03
05105
Page 1

Q=32GPM
►f 2.5 (new development, no 1/I), the Q peak is = 2.5 x 32 = 80
average = 32 GPM
Design Q peak = 80 GPM
WET -WELL DESIGN (size using 20-year design peak flow, Q):
A submersible type pump station will be utilized.
Assume wet -well diameter = 6' inside diameter.
Invert of incoming sewer line = 3,616.75'
Finished grade elevation = 3,621'
Top of wet -well elevation = 3,622'
100-year flood elevation = no available information, area is designated to have minimal
flooding. See Firm Map in the Appendix.
Constant speed pumps will be utilized.
Assume 2'-6" of water submergence is required by the submersible pump manufacturer.
Calculations to determine the wet -well volume are as follows:
Useable Sump Volume, V = TQaaf a--Qaafa
Q
Assume 5 pump cycles per hour
Where,
V = active volume in wet -well, gallons
T = allowable cycle time between starts (minutes)
Qaaf = Design daily flow to pump station (GPM) = 32 GPM
Q = Pumping rate of a single pump (GPM) = 80 GPM
V = (10 min)(32)(1 — 32) = 192 Gallons
80
Design Calculations
V&M Project #30550-03 05105 Page 2

T'15A:
backflow prevention device or an approved air gap separation
shall be installed at the potable water service connection to the
use area. The installation of the reduced pressure principal
backflow prevention device shall allow proper testing.
(III) Where potable water is used to supplement a reclaimed water
system, there shall be an air gap separation, approved and
regularly inspected by the potable water supplier, between the
potable water and reclaimed water systems.
(1) Wastewater Flow Rates:
(1) In determining the volume of sewage from dwelling units, the flow rate shall be 120
gallons per day per bedroom. The minimum volume of sewage from each dwelling unit
shall be 240 gallons per day and each additional bedroom above two bedrooms will
increase the volume by 120 gallons per day. Each bedroom or any other room or addition
that can reasonably be expected to function as a bedroom shall be considered a bedroom
for design purposes. When the occupancy of a dwelling unit exceeds two persons per
bedroom, the volume of sewage shall be determined by the maxiinum occupancy at a rate
of 60 gallons per person per day.
(2) The following table shall be used to determine the minimum allowable design daily flow
of wastewater facilities. Design flow rates for establishments not identified below shall
be determined using available flow data, water -using fixtures, occupancy or operation
patterns, and other measured data.
Type of Establishments Daily
Flow For Design
Airports, also RR Stations, bus terminals
(not including food service facilities)
5
gal/passenger
Barber Shops
50
gal/chair
Bars, Cocktail Lounges (not including food services)
20
gal/seat
Beauty Shops
125
galibooth or bowl
Bowling Alleys
50
gal/lane
Businesses (other than those listed in this table)
25
gal/employee
Camps
Construction or work camps
60
gal/person
Summer camps
60
gal/person
Camp grounds Without water and sewer hookups
100
gal/campsite
Travel trailer/recreational vehicle park with water and sewer hookup
120
gal/campsite
Churches (not including food service, day care and camps)
3
gal/seat
Country Clubs:
Resident Members
60
gal/person
Nonresident Members 20
gal/person
Day Care Facilities 15
gal/person
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1, 2001 Page 37 of 44

, MANAGEMENT COMMISSION T15A: 02H.0200
usive of industrial wastes) - per shift
_or showers - per shift 10 gal/person
Food Service Facilities Restaurants (including fast food)
gal/seat or
gal/15 ft 2 of dining area, whichever is greater
24-hour Restaurants
gal/seat
Single -Service (exclusive of fast food)
gal/seat
Food Stands
(1) Per 100 square feet of total floor space
(2) Add per employee
Hospitals
gal/bed
Laundries (self-service)
gal/machine
Marinas
gal/boat slip
with bathhouse
gal/boat slip
Meat Markets
(1) Per 100 square feet of total floor space
(2) Add per employee
Motels/Hotel
gal/room
with cooking facilities in room
gal/room
Nursing/Rest Homes --With laundry
gal/bed
Without laundry
gal/bed
Offices -- per shift
gal/person
Residential Care Facilities
gal/person
Resort (e.g. condominiums, apartments, motels, hotels)
gal/room
Restaurants
gal/seat or
gal/15 ft2 of dining area (whichever is greater)
Schools
Day Schools
With cafeteria, gym, and showers
gal/student
With cafeteria only
gal/student
With neither cafeteria nor showers
gal/student
Boarding
gal/person
Service Stations
gal/water closet or urinal
25
40
40
50
25
50 gal
25 gal
300
500
10
30
50 gal
25 gal
120
175
120
60
25
60
200
40
40
15
12
10
60
250
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1 2001 Page 38 of 44

G MANAGEMENT COMMISSION T15A: 02H.0200
Etoriums, Theaters, Drive-ins
ice
ng centers and malls -- Note: if food service is included,
add 40 gal/seat
gal/1000 ftZ
Swimming Pools and Bathhouses
gal/person
120 1-
10
(3) An adjusted daily sewage flow may be granted upon a showing that a sewage system is
adequate to meet actual daily water consumption from a facility included in
Subparagraph (1) or (2) of this Paragraph. Documented, representative data from that
facility or a comparable facility shall be submitted, consisting of at least 12 consecutive
monthly total water consumption readings and daily total water consumption readings for
at least 30 consecutive days of water use. The daily readings shall be taken during a
projected peak sewage flow month. The adjusted design daily sewage flow shall be
determined by taking the numerical average of the daily readings that fall within the
upper 10 percent of the daily readings when ranked in descending order.
(in) For Treatment and Disposal of Soil Containing Petroleum Products:
(1) Landfanning of Soils Containing Petroleum Products at Minimum Rates. Petroleum
contaminated soils shall be incorporated into the native soils of the receiver site
immediately upon application. Liming, fertilization, and aeration of the soils mixture
shall be optional, unless otherwise required by the Division. Subsequent application of
petroleum contaminated soils onto the same receiver site shall not occur for at least 18
months from the date of the most recent application of petroleum contaminated soils and
shall cause the receiver site to be reclassified as a "dedicated reimediation site" unless the
permittee or applicant can demonstrate, through soil sampling and contaminant analytical
procedures approved by the Department, that the petroleum contaminant level in the
upper eight inches of the receiver site soils is below analytical detection levels;
(2) Landfarming of Soil Containing Petroleum Products at Conventional Rates.
Landfarming of soils containing petroleum product at an application thickness greater
than one inch shall require fertilization, liming, and aeration of the native soils and
petroleum contaminated soils mixture as approved by the Division. Application
thickness shall be based upon the nature of the receiver site soils, depth to the seasonal
high water table, the intended cover crop, and the source of contamination, in accordance
with procedures approved by the Division. Operation of the landfanning program shall
not result in contravention of classified groundwater or surface water quality standards.
Subsequent application of petroleum contaminated soils onto the same receiver site shall
not occur for at least 18 months from the date of the most recent application of petroleum
contaminated soils and shall cause the receiver site to be reclassified as a "dedicated
disposal site" unless the permittee or applicant can demonstrate, through soil sampling
and contaminant analytical procedures approved by the Department, that the petroleum
contaminant level in the upper eight inches of the receiver site soils is below analytical
detection levels;
(3) Containment and Treatment of Soil Containing Petroleum Products:
(A) A containment structure designed to bioremediate or volatilize soil containing
petroleum products shall be constructed of either a synthetic liner of at least 30
mils thickness or of a one foot thick liner of natural material, compacted to at
least 95 percent standard proctor dry density and with a permeability of less than
1 x 10_7 cm/sec.
(B) The bottom of the containment structure shall be at least three feet above the
seasonal high water table or bedrock.
(C) A leachate collection system must be installed in order to prevent runoff from
the petroleum contaminated soils within the containment structure, or steps
taken to avoid accumulation of stormwater within the containment structure.
(4) Disposal of Petroleun Contaminated Soils at Dedicated Sites. Subsequent applications
of petroleum contaminated soils at dedicated sites shall not recur until such time as it can
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1 2001 Pate 39 of 44

jhn & Melton
Iting Engineers
1318-F Patton Avenue
Asheville, North Carolina 28806
828-253-2796 • 828-253-4864 Fax
E-mail: [e-mail]
www.vaughnmelton.com
June 2, 2005
North Carolina Dept. of Environment & Natural Resources
Asheville Regional Office
2090 U.S. Highway 70
Swannanoa, North Carolina 28778
RE • Linville Village Sanitary Pump Station
Vaughn & Melton Project No. 30550--03
Dear Sir/Madam:
F D
JUN 7 2005
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
We are submitting two (2) completed and executed fast -track applications for the
construction of a sanitary sewer pump station in Avery County. The review fee of $400.00 is
also included.
The project consists of constructing a sanitary sewer pump station to serve a new
commercial development at the intersection of U.S. Highway 221 and NC Highway 181.
The proposed pump station will connect to an existing 4" force main running along the road
Right -of -Way. Approximately 50 LF of new force main will be installed. The pump station
will be owned by Linville Resorts, Inc. The pumped flow will be discharged into the Linville
Resorts WWTP. The current average WWTP flow is 18,000 GPD. The plants design
capacity is 150,000 GPD.
If you have any questions, do not hesitate to contact me at 828-253-2796 or Mr. Bentley
Parlier at 828-733-8655.
Sincerely,
VAUGHN & MELTON CONSULTING ENGINEERS
t>UV w.S
Marios S. Georgiou, P.E.
email: msWorgiouaughnmelton.com
MSG/kj
Asheville, NC • Charlotte, NC • Greeneville, TN • Knoxville, TN • Middlesboro, KY • Spartanburg,SC

FAST -TRACK APPLICATION REVIEW PROCEDURES C4
JJFectName7,
Application received Date ® D Basic Review Date b 6 00 5
Application Returned Date Application entered BIM's Date
Application to County.Person Permit Issued Date
All fast -track projects should be submitted on the application entitled "Fast -Track Application for
Gravity Sewers, Pump Stations, and Force Mains" (FORM: FTA 02/03 currently) unless otherwise
directed by the NDPU. Any pump station/force main projects that require an Environmental
Assessment (EA) are excluded from the Fast -Track review process, and should be submitted for
full review to the Central Office (NDPU) on FORM: PSFMGSA 10/99. Additionally, any projects
involving a flow reduction request must receive approval for the flow reduction from the central
office.
PRE -REVIEW
Does the application package appear to be generally complete (i.e. all attachments, check, key
questions answered)? If any portion of the application is not complete, or if any required
instruction items have been omitted, RETURN the application package and supporting
documents to the applicant using the Project Return Letter template. Send the package and
letter via certified mail to the applicant, and a copy of the letter to the engineering consultant.
Any projects that are to be returned shall be returned prior to accepting the application (i.e.,
before logging in the application and depositing the check). After a. project has been accepted,
any information that is found to be incorrect and/or lacking must be. requested via an Additional
Information Request in accordance with 15A NCAC 2H .0208(e).
C,//Ensure that a check for $400 is submitted and made out to NCDENR. All new projects and major
modifications to existing projects require an application fee. A major modification includes any
changes to permitted flow volumes, changes in pipe diameter, changes in pipe length greater that
10% of the originally permitted length, changes in the operating points of a pump station, etc.
SECTION A — Application Information
If the applicant rivate (Item B(2)) and listed as a corporation, check the NC Department of the
Secretary of State' eb site at http://www.secretary.state.nc.us/Corporations/ to ensure that the
Applicant is registered ' the Secretary of State to conduct business as a corporation in the
State of NC. Developer's a HOA's should be listed.
Ensure that the signing official meets the requirements of 15A NCAC 2H .0206(b). If they do not,
request a revised application that has been completed by an appropriate official or a letter from
an appropriate official that indicates the person in question is delegated to sign the application on
the applicant's behalf. A current list of Delegated Signing Officials can be obtained from the
DWQ Intranet. If a new delegated signing official letter is presented with the application, forward
a copy to the central office so that the person may be added to the Delegated Signing Official list.
The central office will send E-mails to the appropriate region if a new signing official has been
added so that the most current list can be used. The Non -Discharge Permitting Unit has an
example delegated signing official letter from
http://h2o.enr.state.nc.us/ndpu/spraypol.htmI#DELEG.
SECTION B — Permit Information
FAST -TRACK Application Review Procedures 2003

v
Project is new. Modification? If the protect is a modification to an
enter the application into BIMS as a permit modification (i.e. "renev
"create new project") .
Applicant a public entity (e.g. county, town, sanitary district)?
Applicant a private entity?
E� Own (i.e. lease) units, lots, parcels, etc?
Sell units, lots, parcels, etc?
Certificate of Public Convenience and Necessity? 2H .0205(d)(2)
♦ Required if the applicant is a public utility. In lieu of a Certificate of Public
Convenience and Necessity, they may submit written approval from the
North Carolina Utilities Commission's Public Staff that states that the utility is
allowed to provide utility service in the subject project area. Note that the
project name on the application and on the CPCN must match. Contact the
NCUC Public Staff if questions arise.
Operational Agreement? 2H .0205(d)(2)
♦ Operational Agreements are only required if the applicant is not a public
entity (i.e. Town, County, etc.) or public utility as designated by the North
Carolina Utilities Commission AND the lots being served by the collection
system are to be sold to individual owners.
♦ If the applicant is a developer., they must fill out the DEVELOPER
Operational Agreement (FORM: DEV 02/03). A developer may be
responsible for the system for an interim period until the homeowners
association is formed, at which time a Permit Name/Ownership Change
request (FORM: PNOCF 06/00) will be needed to transfer the permit to the
HOA.
♦ If the applicant is a homeowners' association (HOA), they must fill out the
ASSOCIATION Operational Agreement (FORM: HOA 02/03 The HOA must
be registered with the Secretary of State's office and must provide a copy of
the Associations' Bylaws and Articles of Incorporation. These documents
should be reviewed to ensure that all applicable language regarding the
collection system is included as is required by the Operational Agreement.
♦ The Operational Agreement should be attached to the permit and
incorporated into the language of the permit. Please note that Operational
Agreement language should not be altered without approval from the
Attorney General's Office. Operational Agreements are available at
http://h2o.enr.state.nc.us/ndpu/ndpuapps.htmi.
C/ Approval of flow to receiving sewers and WWTF? (i.e. P4 procedure, but now in-house!)
♦ Ensure that the receiving sewers and WWTF have adequate capacity available to accept the
flow volume that is being requested, and that the WWTF has been in compliance with their
treatment and disposal permit.
IVY- Flow acceptance letters) from the owner of the WWTF and owner of any intermediate sewers (if
different from WWTF owner and applicant)? 2H .0205(d)(3)(C)
♦ Required only if the applicant and the owner of the WWTF/intermediate sewers are not the
same entity.
♦ Project specific flow acceptance letters are required.
♦ Ensure that the following items appear in the flow acceptance letter: applicant's name,
project name, amount of wastewater flow accepted, date that the flow acceptance was
granted, expiration date of the acceptance, and name/permit number of the receiving WWTF.
Do not accept a flow acceptance letter that was issued more than one year prior to the
receipt of the package.
♦ Ensure that the owner accepted the entire volume of flow listed in application.
Wastewater industrial o Eomfestic�_'in ture?
Most projects will be for w ter that is domestic in nature, however, if Item B.6 indicates
that the wastewater is industrial in nature, notify the Regional Office Pretreatment
2
FAST -TRACK Application Review Procedures 2003

5r or the WQ Pretreatment Unit. Central, Office to determine if a pretreatment permit
or if a program already in place and compliant.
Flow volume calculated correctly?. 2H .0219(1)
♦ Ensure that the daily design flow in the application is based on the guidance provided in the
regulations or existing flow, and that the explanation as to how this volume was determined is
very specific (i.e., 22 three -bedroom homes, 50,000 s.f. of retail space, 18 employees, etc).
This information will be included in the description of the system in the permit. Our regs say
120 gpd/bedroom for residential. Note that for one -bedroom the minimum they can use is
240 gpd.
♦ If daily design flow is not based on regulations, ensure that the applicant has an approved
flow reduction of daily design flow rate on file with the Division. A list of approved flow
reductions may be obtained from the DWQ Intranet or by contacting the NDPU. Flow
reduction requests are to be reviewed by the central office, and must be reviewed and
approved before the application is accepted by the regional office for review.
♦ Ensure that the flows shown on the application match up to what is shown on the plans (if
available for review). For example, if the application states that 100 lots are to be developed,
ensure that there are 100 lots, and not 150 lots, shown on the plans. Plans are only required
for review if the applicant is requesting a variance to the MDC or the .0200's.
♦ Do not approve, "future" wastewater flows (i.e., that based on speculative development).
These would be permitted in future wastewater collection system extensions.
��Adequate information provided regarding the proposed gravity sewer and/or force main (if
applicable)?
Note: An Environmental Assessment may be required if there are 3 miles of gravity sewer and
the design capacity is 1 MGD or greater (15A NCAC 1 C .0100). Note that this criteria is currently
under revision. Environmental Assessment projects can NOT go Fast -Track!
Adequate information provided regarding the proposed pump station(s) (if applicable)?
Note: An Environmental Assessment may be required if the pump station(s) have a design
capacity greater than 1 MGD or greater (15A NCAC 1 C .0100). If there are any questions about
whether an EA may be required, discuss with your supervisor or contact Todd Kennedy of the
Planning Branch's Local Government Assistance Unit.
♦ Power reliability at the pump station provided in accordance with Section 5.04 of the
Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
document (Le dual line feed, portable generator w/telemetry, permanent generator with
automatic transfer switch, wet well storage if near Class C waters)?
L__---Project designed in accordance with 15A NCAC 2H .0200, the Gravity Sewer Minimum Design
Criteria and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains document (as applicable)? If NO, forward one copy of the supporting documents to
the Central Office for review, indicating the permit number, owner and proiect name. The Central
Office will review the variance request, and if approvable, specific language regarding the
variance will be forwarded to the Regional Office reviewer to incorporate into the permit. A copy
of the variance letter provided by the central office should be kept with the application file.
SECTION C — Watershed Classification
Topographic map submitted?
l:_ Watershed classification required? If YES, you are advised to "spot-check" the classification(s).
If NO, ensure the applicant/engineer has indicated why one is not required.
SECTION D —Certifications
Signing Official's signature? 2H .0206(b)
3
FAST -TRACK Application Review Procedures 2003

♦ Ensure that the applicant's signature is the same person as that listed as
signing official on Page 1 of the application form.
(/ PE stamped, signed, and dated application, plans, specifications, and calculations ((if applica
2H .0205(d)(1)(A)(iii)
♦ Ensure that the same engineer has signed, sealed, and dated the application and all the
items, with the exception of items designed by specialty disciplines (i.e., architectural,
structural, plumbing, and electrical plans). If not, an explanation and/or authorization is
required.
f Adequate information provided for the engineer/engineering firm?
J.� rC with active license in North Carolina? 2H .0205(d)(1)(A)(iii) or 2H .0203(28)
♦ Ensure that ALL pertinent P.E.s have active licenses by checking the NC Professional
Engineer's Board web site (www.ncbels.org - the PE number must be six digits, use leading 0
when needed).
♦ If the PE seal number does not show up on the web site database, call the PE Board for
verification [phone].
Drafting a Permit
♦ In order to be consistent, use the most current version of the Fast -Track permit shell (see DWQ
Intranet). This permit shell contains specific language with respect to the Minimum Design Criteria,
regulations, and collection system permitting. The NDPU will notify you of any changes to this permit
shell.
♦ Be specific with respect the system description and information. Indicate the flow, what the project
will be serving, length and size of gravity sewer lines and force mains, etc. For projects involving
pump stations, the size of the pump stations, as well as the reliability option and any additional info
(telemetry, odor control system, etc) should be included. A sample permit is on the DWQ Intranet.
♦ Add or remove any special conditions as necessary. Please call attention to any non-standard permit
conditions in the cover letter of the permit and include the permit condition where necessary. See the
Example Special Conditions document.
♦ If the project is a modification, don't forget to include the system description from the previous permit
and void the previous permit in the language!
Denying a Project
♦ If the Reviewer/Supervisor determines that an application package should be denied because it can
not meet NC Statutes, rules or regulations, then a denial letter should be drafted. Special attention
should be paid to the statutory deadline for permitting. If it is thought that a project might be
denied, it is important to review it and draft the denial letter as soon as possible. There must
be time allowed for the denial letter to be sent up to the Director and signed prior to the
statutory date.
♦ The Reviewer should use the Application Denial Letter template to prepare a denial package for the
Supervisor's review and submittal to the Director for signature. The letter should not be dated, but
instead will be dated after the Director signs it. A memo to the Director should be attached to the top
of the denial package summarizing the reasons for denial. This package must be singed off on by the
reviewer, supervisor, Section Chief, and Director. Distribute the letter as directed in "Issuing a
Permit" below.
Issuing a Permit
♦ Permits should be signed only by those delegated to sign for the Director.
♦ Permits should be distributed as follows (include the signed Operational Agreement if applicable):
✓ Original to the Permittee
✓ Copy to the consulting engineer
4
FAST -TRACK Application Review Procedures 2003

8280
CHESTNUT
CONSTRUCTION CO., INC.
DIVISION OF LINVILLE RESORTS, INC.
WACHOVIA BANK, N.A.
P.O. BOX 826
66-21-530 6/6/2005
LINVILLE, NC 28646
A
a
a � oghe
L
o
Order Of
NCDENR-Division of Water Quality
�;*400.00 0
\
Q
Four Hundred and
DOLI,7W a
NCDENR
`
Asheville Regional Office
1
2090 US Highway 70
"
Swannanoa, NC 28778
N
em

I

LINVILLE VILLAGE SANITARY PUMP STATION
PROJECTED FLOW:
The proposed pump station will serve the Linville Village (business/commercial) area near the
intersection of NC Highway 181 and U.S. Highway 221 in Linville (Avery County), North
Carolina. The pump station will serve seven (7) retail stores, one (1) bank, one (1) restaurant,
and one (1) spa business. The proposed pump station will be located at the site of the proposed
development. The pump station will receive flow from the proposed development and will pump
the sewage into an existing force main that runs in front of the development. The existing 4"
force main carries flow from the Charles A. Cannon Memorial Hospital. The now is discharged
in a sanitary manhole outside the Linville Resorts Wastewater Treatment Plant. The expected
flow to be generated using TISA: 02H.0200 guidelines is as follows:
Flow Contribution:
A. Seven (7) Retail Stores
Approximate Surface Area = 7,000 SF
Flow per SF = 120 Gallons/1,000 Ft.2 Day
❑ Q1= 7,000 SF x 120 Gallons/1,000 Ft.2 = 840 GPD
B. One (1) Bank Business
Approximate Surface Area = 3,000 SF
Flow per Employee = 25 GPD
Flow per Visitor = 5 GPD
Assume 5 Employees
Assume 20 Visitors
❑ Q2 = 5 Employees x 25 GPD + 20 Visitors x 5 GPD = 225 GPD
C. One (1) Restaurant
Approximate Surface Area = 3,000 SF
Assume 2,000 SF will be Dining Area
Flow per Surface Area = 15 Gallons/Ft.2
The number of seats is not available.
❑ Q3 = 2,000 SF x 15 Gallons/Ft.2 = 30,000 GPD
D. One (1) Spa Business
Assume Flow Contribution is similar to the one of a Beauty Shop, i.e., use 125 GPD per
booth.
Assume 20 Customers per day
❑ Q4 = 20 Customers x 125 GPD/Customer = 2,500 GPD
❑ Total Daily Average Flow = 840+225+30,000 + 2,500 = 33,565 GPD
Design Calculations
V&M Project #30550-03 05105 Page 1

Based on 18-hour Flow, Q = 32 GPM
Using a peaking factor of 2.5 (new development, no I/I), the Q peak is = 2.5 x 32 = 80
GPM.
Therefore: Design Q average = 32 GPM
Design Q peak = 80 GPM
WET -WELL DESIGN (size using 20-year design peak flow, Q):
A submersible type pump station will be utilized.
Assume wet -well diameter = 6' inside diameter.
Invert of incoming sewer line = 3,616.75'
Finished grade elevation = 3,621'
Top of wet -well elevation = 3,622'
100-year flood elevation = no available information, area is designated to have minimal
flooding. See Firm Map in the Appendix.
Constant speed pumps will be utilized.
Assume 2'-6" of water submergence is required by the submersible pump manufacturer.
Calculations to determine the wet -well volume are as follows:
Useable Sump Volume, V = TQddf (L--Qdd
Q
Assume 5 pump cycles per hour
Where,
V = active volume in wet -well, gallons
T = allowable cycle time between starts (minutes)
Qddf = Design daily flow to pump station (GPM) = 32 GPM
Q = Pumping rate of a single pump (GPM) = 80 GPM
V = (10 min)(32)(1 — 32) = 192 Gallons
80
Design Calculations
V&M Project #30550-03 05105 Page 2

ENR-ENVIRONMENTAL MANAGEMENT COMMISSION TI5A: 02M.0200
backflow prevention device or an approved air gap separation
shall be installed at the potable water service connection to the
use area. The installation of the reduced pressure principal
backflow prevention device shall allow proper testing.
(III) Where potable water is used to supplement a reclaimed water
system, there shall be an air gap separation, approved and
regularly inspected by the potable water supplier, between the
potable water and reclaimed water systems.
(1) Wastewater Flow Rates:
(1) In determining the volume of sewage from dwelling units, the flow rate shall be 120
gallons per day per bedroom. The minimum volume of sewage from each dwelling unit
shall be 240 gallons per day and each additional bedroom above two bedrooms will
increase the volume by 120 gallons per day. Each bedroom or any other room or addition
that can reasonably be expected to function as a bedroom shall be considered a bedroom
for design purposes. When the occupancy of a dwelling unit exceeds two persons per
bedroom, the volume of sewage shall be determined by the maximum occupancy at a rate
of 60 gallons per person per day.
(2) The following table shall be used to determine the minimum allowable design daily flow
of wastewater facilities. Design flow rates for establishments not identified below shall
be determined using available flow data, water -using fixtures, occupancy or operation
patterns, and other measured data.
Type of Establishments Daily
Flow For Design
Airports, also RR Stations, bus terminals
(not including food service facilities)
5
gal/passenger
Barber Shops
50
gal/chair
Bars, Cocktail Lounges (not including food services)
20
gal/seat
Beauty Shops
125
gal/booth or bowl
Bowling Alleys
50
gal/lane
Businesses (other than those listed in this table)
25
gal/employee
Camps
Construction or work camps
60
gal/person
Summer camps
60
gal/person
Camp grounds Without water and sewer hookups
100
gal/campsite
Travel trailer/recreational vehicle park with water and sewer hookup
120
gal/campsite
Churches (not including food service, day care and camps)
3
gal/seat
Country Clubs:
Resident Members
60
gal/person
Nonresident Members 20
gal/person
Day Care Facilities 15
gal/person
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1, 2001 PaEe 37 of 44

ENR-ENVIRONMENTAL MANAGEMENT COMMISSION TISA: 02H.0200
Factories (exclusive of industrial wastes) - per shift
25
gal/person
Add for showers - per shift 10 gal/person
Food Service Facilities Restaurants (including fast food)
40
gal/seat or
40
gal/15 ft z of dining area, whichever is greater
24-hour Restaurants
50
gal/seat
Single -Service (exclusive of fast food)
25
gal/seat
Food Stands
(1) Per 100 square feet of total floor space
50 gal
(2) Add per employee
25 gal
Hospitals
300
gal/bed
Laundries (self-service)
500
gal/machine
Marinas
10
gal/boat slip
with bathhouse
30
gal/boat slip
Meat Markets
(1) Per 100 square feet of total floor space
50 gal
(2) Add per employee
25 gal
Motels/Hotel
120
gal/room
with cooking facilities in room
175
gal/room
Nursing/Rest Homes --With laundry
120
gallbed
Without laundry
60
galibed
Offices -- per shift
25
gal/person
Residential Care Facilities
60
gal/person
Resort (e.g. condominiums, apartments, motels, hotels)
200
gal/room
Restaurants
40
gal/seat or
40
gal/l5 ftZ of dining area (whichever is greater) --
Schools
Day Schools
With cafeteria, gym, and showers
15
gal/student
With cafeteria only
12
gal/student
With neither cafeteria nor showers
10
gal/student
Boarding
60
gal/person
Service Stations
250
gal/water closet or urinal
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1 2001 Page 38 of 44

EN1Z ENVIRON1MIENTAL MANAGEMENT COMMISSION T15A: 02H.0200
Stadiums, Auditoriums, Theaters, Drive-ins 5
gal/seat or space
Stores, shopping centers and malls -- Note: if food service is included,
add 40 gal/seat 120 ---
gal/1000 ftZ
Swimming Pools and Bathhouses 10
gal/person
(3) An adjusted daily sewage flow may be granted upon a showing that a sewage system is
adequate to meet actual daily water consumption from a facility included in
Subparagraph (1) or (2) of this Paragraph. Documented, representative data from that
facility or a comparable facility shall be submitted, consisting of at least 12 consecutive
monthly total water consumption readings and daily total water consumption readings for
at least 30 consecutive days of water use. The daily readings shall be taken during a
projected peak sewage flow month. The adjusted design daily sewage flow shall be
determined by taking the numerical average of the daily readings that fall within the
upper 10 percent of the daily readings when ranked in descending order.
(m) For Treatment and Disposal of Soil Containing Petroleum Products:
(1) Landfarming of Soils Containing Petroleum Products at Minimum Rates. Petroleum
contaminated soils shall be incorporated into the native soils of the receiver site
immediately upon application. Liming, fertilization, and aeration of the soils mixture
shall be optional, unless otherwise required by the Division. Subsequent application of
petroleum contaminated soils onto the same receiver site shall not occur for at least 18
months from the date of the most recent application of petroleum contaminated soils and
shall cause the receiver site to be reclassified as a "dedicated remediation site" unless the
permittee or applicant can demonstrate, through soil sampling and contaminant analytical
procedures approved by the Department, that the petroleum contaminant level in the
upper eight inches of the receiver site soils is below analytical detection levels;
(2) Landfarming of Soil Containing Petroleum Products at Conventional Rates.
Landfarming of soils containing petroleum product at an application thickness greater
than one inch shall require fertilization, liming, and aeration of the native soils and
petroleum contaminated soils mixture as approved by the Division. Application
thickness shall be based upon the nature of the receiver site soils, depth to the seasonal
high water table, the intended cover crop, and the source of contamination, in accordance
with procedures approved by the Division. Operation of the landfanning program shall
not result in contravention of classified groundwater or surface water quality standards.
Subsequent application of petroleum contaminated soils onto the same receiver site shall
not occur for at least 18 months from the date of the most recent application of petroleum
contaminated soils and shall cause the receiver site to be reclassified as a "dedicated
disposal site" unless the permittee or applicant can demonstrate, through soil sampling
and contaminant analytical procedures approved by the Department, that the petroleum
contaminant level in the upper eight inches of the receiver site soils is below analytical
detection levels;
(3) Containment and Treatment of Soil Containing Petroleum Products:
(A) A containment structure designed to bioremediate or volatilize soil containing
petroleum products shall be constructed of either a synthetic liner of at least 30
mils thickness or of a one foot thick liner of natural material, compacted to at
least 95 percent standard proctor dry density and with a permeability of less than
1 x 10-7 cm/sec.
(B) The bottom of the containment structure shall be at least three feet above the
seasonal high water table or bedrock.
(C) A leachate collection system must be installed in order to prevent runoff from
the petroleum contaminated soils within the containment structure, or steps
taken to avoid accumulation of stonnwater within the containment structure.
(4) Disposal of Petroleum Contaminated Soils at Dedicated Sites. Subsequent applications
of petroleum contaminated soils at dedicated sites shall not recur until such time as it can
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1 2001 Page 39 of 44

FNa
f North Carolina
ment of Environment
tural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Eddie Green
Avery Health Care System, Inc.
1955 Newland Highway
Linville, NC 28646
Dear Mr. Green:
/••
D E
17
�f11r<< fy JUL
-C ip
June 29, 1999 �'' 9199Q
Subject: Permit No. WQ0016911
Avery Health Care System, Inc.
Avery Health Care System, Inc.,
New Hospital Facility
Wastewater Collection System
Avery County
In accordance with your application received May 26, 1999, attached is Permit No.
WQ0016911, dated June 29, 1999, to Avery Health Care System, Inc. for the construction and operation
of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and you shall be subject
to the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria
adopted February 12, 1996 and the attached permit.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted
for the construction and operation of approximately 3,208 linear feet of 8 inch gravity sewer to serve the
Avery Health Care System, Inc, New Hospital Facility, and the discharge of 33,500 GPD of collected
domestic wastewater into Linville Resorts, Inc.'s existing sewerage system, pursuant to the application
received May 26, 1999, and in conformity with the North Carolina Gravity Sewer Design Criteria.
The sewage and wastewater collected by this system shall be treated in the Linville Resorts, Inc.
Wastewater Treatment Facility (NPDES Permit No. NC0039446) prior to being discharged into the
receiving stream.
This permit shall become voidable unless the agreement between Avery Health Care System,
Inc. and Linville Resorts, Inc. for the collection and final treatment of wastewater is in full force and
effect.
No flow shall be tributary to the sewer extension permitted herein until the Division has received
the engineer's certification for the downstream sewer.
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
in

If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies (local,
state, and federal) which have jurisdiction.
If you need additional information concerning this matter, please contact Derek Parr at (919)
733-5083 extension 524.
Sincerely,,
9r"ra 1. c1 L f�(fi''�—
(7 1 Kerr T. Stevens
cc: Avery County Health Department
�A ehf gc, Wat1✓fi��1uubt i`�`�%C'l
McGill Associates, P. A.

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

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.
10. Noncompliance 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 sewer line resulting in a by-pass directly to receiving waters without treatment
of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
11. No flow shall be tributary to the sewer extension permitted herein until the Division has received
the engineer's certification for the downstream sewer.
Permit issued this the twenty-ninth day of June, 1999
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kefr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016911
2

'nit No. WQ0016911
e 29, 1999
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,
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, the certificate of coverage, the North Carolina Gravity Sewer Minimum
Design Manual, and other supporting materials.
Signature
Date
Registration No.
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and
the "Record Drawings" plans have been submitted. Any wastewater flow made tributary to the
wastewater collection system prior to completion of this Engineer's Certification shall be considered a
violation of the permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
3

•' NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
September 2, 1999
Mr. Bentley Parlier, Vice President
Linville Resorts, Inc.
Post Office Box 99
Linville, North Carolina 28646
Subject: Linville Resorts, Inc.
Permit Number NCO017219
Sewer Extension
Pump Station and Force Main
Cannon Memorial Hospital
Avery County
Dear Mr. Parlier:
In accordance with your application received August 9, 1999, and
subsequent information received on September 1 and 2, 1999, we are
forwarding herewith Permit No. WQ0017219 dated September 2, 1999, to
Linville Resorts, Inc., for the construction and operation of the subject
wastewater collection system consisting of a pump station and force main.
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.
P.O. BOX 29535, RALEIGH, NORTH CAROLINA 27626-0535
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - SOq RECYCLED/10% POST -CONSUMER PAPER
s

Bentley Parlier
September 2, 1999
Page Two
One set of approved plans and specifications is being forwarded to you.
If you need additional information concerning this matter, please contact
Mr. Mike Parker at 828/251-6208.
Sincerely,
r
Kerr T. Stevens
Enclosure
cc: Avery County Health Department
Michael R. Parker
McGill Associates

i
ORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Linville Resorts, Inc.
Avery County
FOR THE
construction and operation of a 140 GPM pump station with dual 15 hp pumps,
on -site audible and visual high water alarms, auto dialer and 50 kw stand-by
generator and approximately 4,633 linear feet of 4 inch force main to serve the
Charles A. Cannon, Jr. Memorial Hospital, and the discharge of treated wastewater
into Linville Resorts, Inc.'s existing sewerage system, pursuant to the application
received, and in conformity with the project plan, specifications, and other supporting
data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the
Linville Resorts, Inc. Wastewater Treatment Facility prior to being discharged
into the receiving stream.

This permit is not transferable. In the event there is a desire for the fac
change ownership, or there is a name change of the Permittee, a formE
request must be submitted to the Division of Water Quality (Division)
accompanied by an application fee, documentation from the parties involved,
and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled
so as not to interrupt service by the existing utilities nor result in an overflow or
bypass discharge of wastewater to the surface waters of the State.
7. Upon completion of construction and prior to operation of this permitted facility,
a certification must be received from a professional engineer certifying that the
permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting materials. Mail the
Certification to the Non -Discharge Permitting Unit, P.O. Box 29535, Raleigh,
NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of five years from the date of the completion of
construction.
9. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to an enforcement action by the Division, in accordance
with North Carolina General Statute 143-215.6A to 143-215.6C.
10. The issuance of this permit does not preclude the Permittee from complying
with any and all statutes, rules, regulations, or ordinances which may be
imposed by other government agencies (local, state, and federal) which have
jurisdiction.
11. The Permittee shall provide for the pump station and force main the following
items:
a. Pump on/off elevations located so that 2-8 pumping cycles may be
achieved per hour in the pump station,
b. An air relief valve located at all high points along the force main,
C. A screened vent for the wet well,
d. Fillets located in the wet well at the intersection of the flooring and
sidewalls,

Three feet of cover (minimum) over the force main or the use of ferrous
material where three feet cannot be maintained,
f. Sufficient devices which will protect the pump station from vandals, and
g. Flood protection if the pump station is located below the 100-year flood
elevation.
12. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement wastewater collection facilities.
13. 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 (5) days following first knowledge of the occurrence.
This report must outline the actions taken or proposed to be taken to ensure
that the problem does not recur.
14. This permit shall become voidable unless the agreement between Avery Health
Care System, Inc. (Charles A. Cannon Jr. Memorial Hospital) and Linville
Resorts, Inc. for the collection and final treatment of wastewater is in full force
and effect.
15. The Operational Agreement between the Permittee and the Environmental
Management Commission is incorporated herein by reference and is a
condition of this permit. Non-compliance with the terms of the Operational
Agreement shall subject the Permittee to all sanctions provided by North
Carolina General Statute 143-215.6A to;143-215.6C for violation of or failure to
act in accordance with the terms and conditions of this Permit.

Permit issued this the 2 day of September, 1999
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
err T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0017219

Resorts, Inc.
4o. WQ017219
_ounty
ENGINEER'S CERTIFICATION
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,
Project Name Location '
for the Permittee hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction such that the construction was
observed to be built within substantial compliance and intent of this permit, the
approved plans and specifications, and other supporting materials.
Signature
Date
Registration No.

of North Carolina.
Irtment of Environment
Jatural Resources
LilviJlon %J Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
Bentley Parlier, Vice President
Linville Resorts, Incorporated
11 Linville Avenue
Linville, NC 28646
Dear Parlier:
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMEA6T AND NATURAL RESOURCES
November 2, 1999 lip
Subject: Permi
Linville Resorts, Incorp611, _
South Burke Road Sewer Extel
Wastewater Collection System
Avery County
In accordance with your application received September 10, 1999, attached is Permit No.
WQ0017405, dated November 2, 1999, to Linville Resorts, Incorporated for the construction and
operation of the subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and ,you shall be subject
to the conditions and limitations as specified in the North Carolina Gravity Sewer Design Criteria
adopted February 12, 1996 and the attached permit.
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted
for the construction and operation of approximately 1,531 linear feet of 8-inch gravity sewer to serve
eight homes as part of the South Burke Road Sewer Extension project, and the discharge of 2,880 GPD
of collected domestic wastewater into the Linville Resorts, Incorporated's existing sewerage system,
pursuant to the application received September 10, 1999, and in conformity with the North Carolina
Gravity Sewer Design Criteria.
The sewage and wastewater collected by this system shall be treated in the Linville Resorts,
Incorporated Wastewater Treatment Facility (NPDES Permit No. NC0039446) prior to being discharged
into the receiving stream.
a� If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
V right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. Unless such demands are made this permit shall be final and binding.
1617 Mail Service Center, Raleigh,.North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

The issuance of this permit does not preclude the Permittee from complying with at
statutes, rules, regulations, or ordinances which may be imposed by other government agenc
state, and federal) which have jurisdiction.
If you need additional information concerning this matter, please contact Will Wilson at
[phone] extension 375.
Sincerely,
-el- err T. Stevens
cc: _A_veryCounty_ Health�Department
;_Asheville Regional Oce, Water Quality Section
McGill Associates, PA

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
GRAVITY SEWER COLLECTION SYSTEMS PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of the Division of Water Quality Gravity Sewer Design Criteria adopted February 12,
1996.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. This permit is not transferable. In the event there is a desire for the facilities to change ownership,
or there is a name change of the Permittee, a formal permit request must be submitted to the
Division of Water Quality (Division) accompanied by an application fee, documentation from the
parties involved, and other supporting materials as may be appropriate. The approval of this request
will be considered on its merits and may or may not be approved.
5. Construction of the gravity sewers shall be scheduled so as not to interrupt service by the existing
utilities nor result in an overflow or bypass discharge of wastewater to the surface waters of the
State.
6. Upon completion of construction and prior to operation of this permitted facility, a certification
and a copy of the record drawings (i.e., as constructed plans) must be received from a professional
engineer certifying that the permitted facility has been installed in accordance with the Division of
Water Quality Gravity Sewer Design Criteria adopted February 12, 1996, and other supporting
materials. If this project is to be completed in phases and partially certified, you shall retain the
responsibility to track further construction approved under the same permit, and shall provide a final
certificate of completion once the entire project has been completed. A copy of the record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Certification and one ,(1) copy of the "Record Drawings" to the
Non -Discharge Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the Record Drawings shall be maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
8. Failure to abide by the conditions and limitations contained in this general sewer permit or the
North Carolina Gravity Sewer Design Criteria may subject the Permittee to an enforcement action
by the Division, in accordance with North Carolina General Statute 143-215.6A to 143-215.6C.

9. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
10. Noncompliance 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 sewer line resulting in a by-pass directly to receiving waters without treatment
of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
five (5) days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the Second day of November, 1999
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�/UK T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0017405
2

No. WQ0017405
fiber 2, 1999
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,
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, the certificate of coverage, the North Carolina Gravity Sewer Minimum Design Manual, and
other supporting materials.
Signature
Date
Registration No.
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and
the "Record Drawings" plans have been submitted.. Any wastewater flow made tributary to the
wastewater collection system prior to completion of this Engineer's Certification shall be considered a
violation of the permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
1617 MAIL.SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
01

FRnM :T&B
FAX NO. :4239667315 Jun. 24 2005 09:18AM P7
PERMIT NO, W0002BO50, Linville Resorts Llnvjlle Village, Avery Quit ]#y Jung, 16,200
r
ENGINEERING CERTIFICATION — POST CONSTRUCTION
$yytem Description:
a 92-9allon per minute pump station with duplex pumps, on -site audible and visual high water alarms,
and an on -site generator with automatic: transfer switch; as well as approximately 50 linear feet of 4-
inch force main to serve ( Seven retail stores, one bank, one: restaurant and one spa business)
Complete and submit this form to the Asheville regional office with the following:
One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generators) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Pear it
Modifications are required for any changes[esultingn pliance wmith this permit, regulations or
minlmpm design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
` that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
El Partial YN Final
i,1` W910s (5E0RGc00 , as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe % periodically, ❑ weekly, 0 full time) the construction of the above referenced
project for the Parmittee 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
materials.
North Carolina Professional Engineer's
seal, signature, and date:
a4®�aeaeeaaroe
®�e
® : •�esseQ
SEAL
o a�omen
%.
000�o�®S a aC�°�®®�lO2l �5
as applicable; and other supporting
E � v E
AUG - S 2005 I
L--
WATER QUALITY SECTION
L A iH�S FnC1�F(M 13 PO�iT1NG DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
ROGER C. EDWARDS
SURFACE WATER PROTECTiON SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NG 28778
.................................... . .
The Permittee Is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the oermit and shall subject the Pormittee to appropriate enforcement actions. _
cr�

11 +-- d 11

mm
Vaughn & Nelfon
Engineering -Architecture -Surveying
1318-F Patton Avenue
Asheville, North Caroling
Phone: [phone]
E-Mail: asheville@vaughi c
LETTER OF TRANSMITTAL
I- n I. , 4-c melton.com
t � -
TO: SURFACE WATER PROTECTION SUPERVISOR J."r k UT •03
ASHEVILLE REGIONAL OFFICE { 4k, S
2090 US HIGHWAY 70'2-�
SWANNANOA, NC 28778
I�
WE ARE SENDING YOU x ATTACHED —UNDER SEPARATE
_ SHOP DRAWINGS _ PRINTS x PLANS DNS
_ COPY OF LETTER CHARGE ORDER X Report
COPIES DATE NO. DESCRIPI,....--- ----
1
Construction Record Drawings
1
Design Calculations
1
Engineering Certification
THESE ARE TRANSMITTED as checked below:
FOR APPROVAL
_ APPROVED AS SUBMITTED _ RESUBMIT COPIES FOR APPROVAL
- X FOR YOUR USE
APPROVED AS NOTED SUBMIT COPIES FOR DISTRIBUTION
X AS REQUESTED
_ RETURNED FOR CORRECTIONS _ RETURN CORRECTED PRINTS
FOR REVIEW AND COMMENT
FOR BIDS DUE
_ PRINTS RETURNED AFTER LOAN TO US
REMARKS:
11 2 �i
IL
AUG - 8 2005
+
-UAL! t; I IoN
ASHEVILLE REGIONAL OFFICE
I
COPY TO: File, T&B Contractors
SIGNED: Marios S. Georgiou, P.E.
If enclosures are not as noted, kindly notify us at once.

DESIGN CALCULATIONS
FOR THE
LINVILLE VILLAGE
SANITARY SEWAGE PUMP STATION
LINVMLE, NORTH CAROLINA
August, 2005
o� ® CrGuEj 'ar6y o
mQ SE
026
oA So CA,
06�� ffr
Prepared By:
VAUGHN & M ELTON
1318-F Patton Avenue
Asheville, North Carolina 28806
Telephone: [phone]
Fax: [phone]
www.vaughnmelton.com
V&M Project No. 30550-03

Based on 18-hour Flow, Q = 32 GPM
Using a peaking factor of 2.5 (new development, no I/I), the Q peak is = 2.5 x 32 = 80
GPM.
Therefore: Design Q average = 32 GPM
Design Q peak = 80 GPM
WET -WELL DESIGN:
A submersible type pump station will be utilized.
Assume wet -well diameter = 6' inside diameter.
Invert of incoming sewer lines = 3,613.74', 3,614.70', 3,617.05'
Finished floor elevation of businesses to be served by this P.S. = 3,620.25'
Finished grade elevation = 3,621'
Estimated top of wet -well elevation = 3,622'
100-year flood elevation = 3,616'. See FIRM Map in the Appendix.
Constant speed pumps will be utilized.
Assume l'-6" of water submergence is required by the submersible pump manufacturer.
Calculations to determine the wet -well volume are as follows:
Useable Sump Volume, V = TQaafLL-_Qaaa
Q
Assume 5 pump cycles per hour
Where,
V = active volume in wet -well, gallons
T = allowable cycle time between starts (minutes), say 10 minutes
Qaaf = Design daily flow to pump station (GPM) = 32 GPM
Q = Pumping rate of a single pump (GPM) = 80 GPM
.-.V = (10 min)(32)(1 — 32) = 192 Gallons
80
Design Calculations
V&M Project #30550-03 08/05 Page 2

Since the pump station's diameter is 6'-0", the storage per foot is as follows:
Storage Volume = Volume of Pump Station
Tcd2x1ft. = 3.14 62x1ft.
4 4
28.3 ft.3 x 7.4805 gal/ft.3
= 211 gallons / foot depth
Therefore, sump depth required = useable sump volume = 192 Gallons = 0.9 ft.
storage volume 211 gallons/ft.
Use 1 ft.
Allow 12" of water before lag pump comes on.
Allow 6" of water level above minimum liquid level recommended for low water alarm.
Therefore, total depth required = 1 + 1 + 0.5' + l'-6" = 4.0' (Refer to Figure 1 attached).
Depth between finished grade and incoming gravity line = 3,621 - 3,613.74' = 7.26'
Allow minimum of 0.75' of freeboard (top of wet -well above finished grade).
.-.Depth of wet -well = 7.26' + 0.75' + 4.0' = 12'.
Set high water elevation alarm = 3,617'
Set invert elevation of wet -well = 3,622 - 12' = 3,610'
EMERGENCY OPERATION:
.-. Usable storage volume (depth) in wet -well = High water alarm elevation — Pumps off
elevation = (3,617' — 3,612') = 5'
If there is approximately 5 feet of storage, then the amount of storage at average design
flow is as follows:
(211 gallons / ft)*(5') = 1,055 gallons
(1,055 gallons)*(1/32 GPNI)*(1/60 min/hr) = 0.56 hours
This is less than the 2 hours recommended duration.
Design Calculations
V&M Project #30550-03 08/05 Page 3

j «
�t� ..6
PIA
c e,, - 5 613'
��Grf w✓i� cG� �G�R�
ESE V.
5617
3Gz1
FG c(,
�— Influent pipe
FIGURE 1. Wet -well required sump depth.
t1k LA V, t V
4
Min. water level
t V, V. (/ w
36 to ,. 0

It will be more economical to provide a standby generator to meet the above requirement
instead of providing additional wet -well volume requirements. Refer to the standby
generator information included in the Appendix.
FORCE MAIN SIZE SELECTION:
Select pipe diameter to provide a force main flow of at least 2.5 ft/sec.
V = Q where Q = design flow, A = area of pipe
A
A = Q = 80 GPM x 1/(7.4805 x 60) = 0.07 ft2
V 2.5 ft/sec.
7ud2 = 0.07 ft2
4
where d = pipe diameter
.'. d = 0.3' or 3.6"
.-.Use 3" force main, to maintain scouring velocities and minimize septic conditions
inside the pump station. Use 4" force main (approximately 50') outside the pump station
area to match the size of the existing pipe diameter.
PUMP SELECTION:
Two single speed submersible pumps will be utilized. One will serve as a standby.
Automatic alternation will be provided.
The following spreadsheet calculations were utilized to determine the system's operating
curve:
Design Calculations
V&M Project 930550-03 08/05 Page 4

Project: Linville Village Pump Station
(Hydraulic Calculations for Aged Pipe)
Job Number: 30550-03
Date: 5/5/2005
Wet -well Friction
Maximum Flow Rate:
80 GPM
Minimum Water Elevation in wet -well:
3613 feet
Exit Elevation of wet -well
3618 feet
Static Head:
5 feet
Pipe length inside wet -well:
13 feet
Pipe size inside wet -well:
3 inches
Type of Pipe:
DIP
C Factor Used:
100
Number Fitting Size (in)
Eq. Length (ft)
Total
3 90' Elbow 3
3.6
10.8
1 Gate Valve 3
2.3
2.3
1 Check valve 3
22
22
1 Cross 4
7
7
1 Coupling 3
1.9
1.9
Minor Losses:
44 feet
Total Length (including minor losses):
57
Using Hazen -Williams Equation:
h = 10.44(length){(flow^1.85)/[(C"1.85)(diameter)^4.8655)}
Note:
C = 140 new PVC, 120 aged
C = 120 for new Stainless steel, 100 aged
C = 125 for new cement lined DI, 100 aged
FLOW (GPM)
FRICTION LOSS
0
0.000
10
0.040
20
0.145
30
0.306
40
0.521
50
0.787
60
1.103
70
1.467
80
1.879
90
2.336
100
2.839
110
3.386
120
3.978
130
4.613
140
5.290
150
6.011
160
6.773
170
7.577
180
8.422
190
9.308
200
10.234
VELOCITY:
V=Q/A
OPERATING FLOW (Q) IN GPM = 80
OPERATING FLOW (Q) IN CFS = 0.178
AREA (A) = 0.049
SO, VELOCITY (V) IN FPS = 3.631

Project: Linville Village Pump Station
(Hydraulic Calculations for Aged Pipe)
Job Number: 30660-03
Date: 5/5/2005
Yard Piping Friction
Maximum Flow Rate:
Exit Elevation of wet -well:
Elevation @ highest point in the system:
Static Head:
Pumping Distance (yard piping):
Type of Pipe:
C Factor Used:
Diameter of Pipe (yard piping):
Using Hazen -Williams Equation:
h = 10.44(length){(flow"1.85)/[(C^1.85)(diameter)^4.8655))
Note:
C = 140 new PVC, 120 aged
C = 120 for new Stainless steel, 100 aged
C = 125 for new cement lined DI, 100 aged
80 GPM
3618 feet
3650 feet
32 feet
3991 feet
PVC
120
4 inches
FLOW (GPM)
FRICTION LOSS
0
0.000
10
0.494
20
1.782
30
3.773
40
6.424
50
9.707
60
13.600
70
18.089
80
23.157
90
28.795
100
34.992
110
41.740
120
49.030
130
56.855
140
65.210
150
74.087
160
83.483
170
93.391
180
103.807
190
114.728
200
126.148
VELOCITY:
V=Q/A
OPERATING FLOW (Q) IN GPM = 80
OPERATING FLOW (Q) IN CFS = 0.178
AREA (A) = 0.087
SO, VELOCITY M IN FPS = 2.042

Project: Linville Village Pump Station
(Hydraulic Calculations for Aged Pipe)
Job Number: 30550-03
Date: 5/5/2005
Wet -well and Yard piping Friction
Maximum Flow Rate:
80 GPM
Min. Elevation in the System:
3612 feet
Finish Grade @ P.S. site:
3621 feet
Discharge elevation
3637 feet
Elevation @ highest point in the system:
3648 feet
Static Head:
36 feet
Pipe length inside wet -well:
13 feet
Pipe size inside wet -well:
3 inches
Pumping Distance (yard piping):
4047 feet (3991+57)
Type of Yard Pipe:
PVC
C Factor Used:
120
Diameter of Pipe (yard piping):
4 inches
Using Hazen -Williams Equation:
h = 10.44(length){(flow^1.85)/[(C^1.85)(diameter)^4.8655))
Note:
C = 140 new PVC, 120 aged
C = 120 for new Stainless steel, 100 aged
C = 125 for new cement lined DI, 100 aged
FLOW (GPM)
FRICTION LOSS
F & S HEAD
0
0.000
36.000
10
0.534
36.534
20
1.926
37.926
30
4.079
40.079
40
6.945
42.945
50
10.494
46.494
60
14.704
50.704
70
19.556
55.556
80
25.036
61.036
90
31.131
67.131
100
37.831
73.831
110
45.126
81.126
120
53.007
89.007
130
61.468
97.468
140
70.500
106.500
150
80.098
116.098
160
90.255
126.255
170
100.967
136.967
180
112.229
148.229
190
124.035
160.035
200
136.382
172.382
VELOCITY:
V=Q/A
OPERATING FLOW (Q) IN GPM =
80
OPERATING FLOW (Q) IN CFS =
0.178
AREA (A) =
0.087
SO, VELOCITY M IN FPS =
2.042
&� �CA1 �d«�

Project: Linville Village Pump Station
(Hydraulic Calculations for new Pipe)
Job Number: 30560-03
Date: 5/5/2005
Wet -well Friction
Maximum Flow Rate:
80 GPM
Minimum Water Elevation in wet -well:
3613 feet
Exit Elevation of wet -well
3618 feet
Static Head:
5 feet
Pipe length inside wet -well:
13 feet
Pipe size inside wet -well:
3 inches
Type of Pipe:
DIP
C Factor Used:
125
Number Fitting Size (in)
Eq. Length (ft)
Total
3 900 Elbow 3
3.6
10.8
1 Gate Valve 3
2.3
2.3
1 Check valve 3
22
22
1 Cross 4
7
7
1 Coupling 3
1.9
1.9
Minor Losses:
44 feet
Total Length (including minor losses):
57
Using Hazen -Williams Equation:
h = 10.44(length){(flow^1.85)/[(C^1.85)(diameter)^4.8655)}
Note:
C = 140 new PVC, 120 aged
C = 120 for new Stainless steel, 100 aged
C = 125 for new cement lined DI, 100 aged
FLOW (GPM)
FRICTION LOSS
0
0.000
10
0.027
20
0.096
30
0.203
40
0.345
50
0.521
60
0.730
70
0.971
80
1.243
90
1.546
100
1.879
110
2.241
120
2.632
130
3.052
140
3.501
150
3.978
160
4.482
170
5.014
180
5.573
190
6.160
200
6.773
VELOCITY:
V=Q/A
OPERATING FLOW (Q) IN GPM = 80
OPERATING FLOW (Q) IN CFS = 0.178
AREA (A) = 0.049
SO, VELOCITY (V) IN FPS = 3.631

Project: Linville Village Pump Station
(Hydraulic Calculations for new Pipe)
Job Number: 30550-03
Date: 5/5/2005
Yard Piping Friction
Maximum Flow Rate:
Exit Elevation of wet -well:
Elevation @ highest point in the system:
Static Head:
Pumping Distance (yard piping):
Type of Pipe:
C Factor Used:
Diameter of Pipe (yard piping):
Using Hazen -Williams Equation:
h = 10.44(length){(flow^1.85)/[(C^1.85)(diameter)^4.8655)}
Note:
C = 140 new PVC, 120 aged
C = 120 for new Stainless steel, 100 aged
C = 125 for new cement lined DI, 100 aged
80 GPM
3618 feet
3648 feet
30 feet
3991 feet
PVC
140
4 inches
FLOW (GPM)
FRICTION LOSS
0
0.000
10
0.372
20
1.340
30
2.837
40
4.830
50
7.298
60
10.226
70
13.600
80
17.412
90
21.651
100
26.310
110
31.383
120
36.864
130
42.748
140
49.030
150
55.705
160
62.769
170
70.219
180
78.051
190
86.261
200
94.848
VELOCITY:
V=Q/A
OPERATING FLOW (Q) IN GPM = 80
OPERATING FLOW (Q) IN CFS = 0.178
AREA (A) = 0.087
SO, VELOCITY (V) IN FPS = 2.042

Project: Linville Village Pump Station
(Hydraulic Calculations for new Pipe)
Job Number: 30550-03
Date: 5/5/2005
Wet -well and Yard piping Friction
Maximum Flow Rate:
80 GPM
Min. Elevation in the System:
3612 feet
Finish Grade @ P.S. site:
3621 feet
Discharge elevation
3637 feet
Elevation @ highest point in the system:
3648 feet
Static Head:
36 feet
Pipe length inside wet -well:
13 feet
Pipe size inside wet -well:
3 inches
Pumping Distance (yard piping):
4047 feet (3991+57)
Type of Yard Pipe:
PVC
C Factor Used:
140
Diameter of Pipe (yard piping):
4 inches
Using Hazen -Williams Equation:
h = 10.44(length){(flow^1.85)/[(C^1.85)(diameter)^4.8655)}
Note:
C = 140 new PVC, 120 aged
C = 120 for new Stainless steel, 100 aged
C = 125 for new cement lined DI, 100 aged
FLOW (GPM)
FRICTION LOSS
F & S HEAD
0
0.000
36.000
10
0.398
36.398
20
1.435
37.435
30
3.039
39.039
40
5.175
41.175
50
7.819
43.819
60
10.956
46.956
70
14.572
50.572
80
18.655
54.655
90
23.197
59.197
100
28.189
64.189
110
33.624
69.624
120
39.497
75.497
130
45.801
81.801
140
52.531
88.531
150
59.682
95.682
160
67.251
103.251
170
75.233
111.233
180
83.624
119.624
190
92.421
128.421
200
101.621
137.621
VELOCITY:
V=Q/A
OPERATING FLOW (Q) IN GPM = 80
OPERATING FLOW (Q) IN CFS = 0.178
AREA (A) = 0.087
SO, VELOCITY (V) IN FPS = 2.042

Based on the attached hydraulic calculations, a 92 GPM pump operating at 67 TDH will
be sufficient for this station.
The pump specified will be a duplex 5 HP submersible, grinder, 230-volt, single-phase
Hydromatic Model HPGFHX 500 CC with 9%" diameter impeller, or equal. Refer to the
pump curve and additional pump information included in the Appendix.
SYSTEM OPERATION:
Two submersible pumps with a maximum capacity of 92 GPM will be used. This flow
rate will help avoid septic conditions in the wet -well, maintain piping fluid velocities in
excess of 2 fps, extend the pump's life and provide operating cost savings. The effluent
flow will be discharged into an existing 4" force main that discharges into the Linville
Resorts WWTP approximately 4,047 LF away.
The existing 4" force carries flow from the Charles A. Cannon Memorial Hospital. When
both pump stations are ON, the proposed pumps will pump approximately 67 GPM.
Similarly, the Hospital pumps will pump 60 GPM (from 82 GPM — original flow). The
wastewater will be discharged into the Linville Resort WWTP. The current flow is
18,000 GPD. The design plant capacity is 150,000 GPD. Therefore, the existing system
and WWTP can handle the proposed flow contribution.
BUOYANCY CALCULATIONS: (Mechanical equipment, water weight, and other temporary
loads shall not be included).
i. Buoyancy Force:
BF = (displaced volume)(unit wt. water)
Assume water table is near finished grade elevation i.e. h = 10'
Where:
V = volume barrel + volume bottom slab
rb = 4' — 0"
rS = 5' — 0"
(3.14) (4)2 (10) + (3.14)(4) 2 (1)
552 Fe
BF = (552)(62.4) = 34,484 lbs.
ii. Opposing Force:
orce:
Assume wt. of concrete = 145 lb/Fe
Design Calculations
V&M Project 930550-03 08/05 Page 5

Barrel Weight:
6' — 0" ID; 8'-0" OD r1= 3'-0" r2 = 4'-0"
(3.1422 — 3.14r12) (H) (Unit Wt. Concrete)
((3.14) (4')2 — (3.14) (3) 2) (12) (145) = 38,245 lbs.
Pre -cast Bottom Slab:
(3.14) (4,)2 (1.0) = 50 Ft3
(50 Ft3) (1451b/Ft3) = 7,284 lbs.
Concrete Footing:
10'x10'xl'deep
Vol = 10 x 10 x 1 = 100 Ft3
(100 Ft3)(145 lb/Ft.3) = 14,500 lbs.
Top Slab:
(vol. slab — vol. opening) (thickness) (unit wt. concrete)
[(3.14) ((4) 2 — (4' x 4'))] (1) (145) = 4,965 lbs.
Soil Weight:
Assume wt. of soil = 120 lb/Ft3
(3.1422 — 3.1412) (10') (120 — 62.4) = 16,277 lbs. r1 = 4'-0"
r2 = 5'-0"
Total Opposing Force = 38,245 + 7,284 + 14,500 + 4,965 + 16,277 = 81,271 lbs
iii. Safety Factor:
SAFETY FACTOR = 81,271 / 34,484 = 2.35, okay
ODOR CONTROL CALCULATIONS:
Odor control is recommended if the detention time in the wet -well or force main
exceed 30 minutes.
Design Calculations
V&M Project #30550-03 08/05 Page 6

1) Wet -Well Detention Time = 211 x 2' = 13.2 mins
(Based on incoming average flow), 32 GPM
This is less than 30 minutes, therefore, okay
2) Force Main Detention Time = 4,047' x II (4/12)2 /4 x 7.48 = 28 minutes < 30 min
(based on pump flow) 92 GPM
.•. Odor control for this L.S. is not needed.
Design Calculations
V&M Project #30550-03 08/05 Page 7

Reference List:
1. Water pumps and pumping stations, McGraw-Hill, James B. Risnell, 2002.
Design Calculations
V&M Project #30550-03 05/05 Page 7

APPENDIX

FLOW DESIGN CRITERIA

ENR ENVIRONMENTAL MANAGEMENT COMMISSION TI5A: 02H.0200
backflow prevention device or an approved air gap separation
shall be installed at the potable water service connection to the
use area. The installation of the reduced pressure principal
backflow prevention device shall allow proper testing.
(III) Where potable water is used to supplement a reclaimed water
system, there shall be an air gap separation, approved and
regularly inspected by the potable water supplier, between the
potable water and reclaimed water systems.
(1) Wastewater Flow Rates:
(1) In determining the volume of sewage from dwelling units, the flow rate shall be 120
gallons per day per bedroom. The minimum volume of sewage from each dwelling unit
shall be 240 gallons per day and each additional bedroom above two bedrooms will
increase the volume by 120 gallons per day. Each bedroom or any other room or addition
that can reasonably be expected to function as a bedroom shall be considered a bedroom
for design purposes. When the occupancy of a dwelling unit exceeds two persons per
bedroom, the volume of sewage shall be determined by the maximum occupancy at a rate
of 60 gallons per person per day.
(2) The following table shall be used to determine the minimum allowable design daily flow
of wastewater facilities. Design flow rates for establishments not identified below shall
be determined using available flow data, water -using fixtures, occupancy or operation
patterns, and other measured data.
Type of Establishments Daily
Flow For Design
Airports, also RR Stations, bus terminals
(not including food service facilities)
5
gal/passenger
Barber Shops
50
gal/chair
Bars, Cocktail Lounges (not including food services)
20
gal/seat
Beauty Shops
125
gal/booth or bowl
Bowling Alleys
50
gal/lane
Businesses (other than those listed in this table)
25
gal/employee
Camps
Construction or work camps
60
gal/person
Summer camps
60
gal/person
Camp grounds Without water and sewer hookups
100
gal/campsite
Travel trailer/recreational vehicle park with water and sewer hookup
120
gal/campsite
Churches (not including food service, day care and camps)
3
gal/seat
Country Clubs:
Resident Members
60
gal/person
Nonresident Members 20
gal/person
Day Care Facilities 15
gal/person
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1, 2001 Page 37 of 44

ENR-ENVIRONMENTAL MANAGEMENT COMMISSION T15A: 02H.0200
Factories (exclusive of industrial wastes) - per shift
25
gal/person
Add for showers - per shift 10 gal/person
Food Service Facilities Restaurants (including fast food)
40
gal/seat or
40
gal/15 ft 2 of dining area, whichever is greater
24-hour Restaurants
50
gal/seat
Single -Service (exclusive of fast food)
25
gal/seat
Food Stands
(1) Per 100 square feet of total floor space
50 gal
(2) Add per employee
25 gal
Hospitals
300
gal/bed
Laundries (self-service)
500
gal/machine
Marinas
10
gal/boat slip
with bathhouse
30
gal/boat slip
Meat Markets
(1) Per 100 square feet of total floor space
50 gal
(2) Add per employee
25 gal
Motels/Hotel
120
gal/room
with cooking facilities in room
175
gal/room
Nursing/Rest Homes --With laundry
120
gal/bed
Without laundry
60
gal/bed
Offices -- per shift
25
gal/person
Residential Care Facilities
60
gal/person
Resort (e.g. condominiums, apartments, motels, hotels)
200
gal/room
Restaurants
40
gal/seat or
40
gal/15 ft2 of dining area (whichever is greater)
Schools
Day Schools
With cafeteria, gym, and showers
15
gal/student
With cafeteria only
12
gaUstudent
With neither cafeteria nor showers
10
gal/student
Boarding
60
gal/person
Service Stations
250
gal/water closet or urinal
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1 2001 PaEe 38 of 44

ENR ENVIRONMENTAL MANAGEMENT COMMISSION T15A: 02H.0200
Stadiums, Auditoriums, Theaters, Drive-ins 5
gal/seat or space
Stores, shopping centers and malls -- Note: if food service is included,
add 40 gal/seat 120--
gal/1000 ftZ
Swimming Pools and Bathhouses 10
gal/person
(3) An adjusted daily sewage flow may be granted upon a showing that a sewage systetn is
adequate to meet actual daily water consumption from a facility included in
Subparagraph (1) or (2) of this Paragraph. Documented, representative data from that
facility or a comparable facility shall be submitted, consisting of at least 12 consecutive
monthly total water consumption readings and daily total water consumption readings for
at least 30 consecutive days of water use. The daily readings shall be taken during a
projected peak sewage flow month. The adjusted design daily sewage flow shall be
determined by taking the numerical average of the daily readings that fall within the
upper 10 percent of the daily readings when ranked in descending order.
(m) For Treatment and Disposal of Soil Containing Petroleum Products:
(1) Landfarming of Soils Containing Petroleum Products at Minimum Rates. Petroleum
contaminated soils shall be incorporated into the native soils of the receiver site
immediately upon application. Liming, fertilization, and aeration of the soils mixture
shall be optional, unless otherwise required by the Division. Subsequent application of
petroleum contaminated soils onto the same receiver site shall not occur for at least 18
months from the date of the most recent application of petroleum contaminated soils and
shall cause the receiver site to be reclassified as a "dedicated remediation site" unless the
permittee or applicant can demonstrate, through soil sampling and contaminant analytical
procedures approved by the Department, that the petroleum contaminant level in the
upper eight inches of the receiver site soils is below analytical detection levels;
(2) Landfarming of Soil Containing Petroleum Products at Conventional Rates.
Landfarming of soils containing petroleum product at an application thickness greater
than one inch shall require fertilization, liming, and aeration of the native soils and
petroleum contaminated soils mixture as approved by the Division. Application
thickness shall be based upon the nature of the receiver site soils, depth to the seasonal
high water table, the intended cover crop, and the source of contamination, in accordance
with procedures approved by the Division. Operation of the landfarming program shall
not result in contravention of classified groundwater or surface water quality standards.
Subsequent application of petroleum contaminated soils onto the same receiver site shall
not occur for at least 18 months from the date of the most recent application of petroleum
contaminated soils and shall cause the receiver site to be reclassified as a "dedicated
disposal site" unless the permittee or applicant can demonstrate, through soil sampling
and contaminant analytical procedures approved by the Department, that the petroleum
contaminant level in the upper eight inches of the receiver site soils is below analytical
detection levels;
(3) Containment and Treatment of Soil Containing Petroleum Products:
(A) A containment structure designed to bioremediate or volatilize soil containing
petroleum products shall be constructed of either a synthetic liner of at least 30
mils thickness or of a one foot thick liner of natural material, compacted to at
least 95 percent standard proctor dry density and with a permeability of less than
1 x 10_7 cm/sec.
(B) The bottom of the containment structure shall be at least three feet above the
seasonal high water table or bedrock.
(C) A leachate collection system must be installed in order to prevent runoff from
the petroleum contaminated soils within the containment structure, or steps
taken to avoid accumulation of stormwater within the containment structure.
(4) Disposal of Petroleum Contaminated Soils at Dedicated Sites. Subsequent applications
of petroleum contaminated soils at dedicated sites shall not recur until such time as it can
NORTH CAROLINA ADMINISTRATIVE CODE Effective April 1 2001 Page 39 of 44

FLOODPLAIN INFORMATION

the National Flood Insurance Program at [phone].
LEGEND
APPROXIMATE SCALE IN FEET
SPECIAL FLOOD HAZARD AREAS INUNDATED
BY 100 YEAR FLOOD
2000 o z
ZONE A No base flood elevations determined.
ZONE AE Base flood elevations determined.
ZONE AH Flood depths of 1 to 3 feet (usually areas of
ponding); base flood elevations determined.
ZONE AO Flood depths of 1 to 3 feet (usually sheet flow
t:L Elk
on sloping terrain); average depths determined.
For areas of alluvial fan flooding, velocities also
NATIONAL FLOOD INSURANCE PROGRAM
NCLUDED
determined.
ZONE A99 To be protected from 100-year flood by Federal
flood protection system under construction; no
base elevations determined.
ZONE.V Coastal flood with velocity hazard (wave action);
rI^■.Km
no base flood elevations determined.
3505
FLOOD INSURANCE RATE MAP
ZONE VE Coastal flood with velocity hazard (wave action);
f
base flood elevations determined.
36'pq
FLOODWAY AREAS IN ZONE AE
L
E AsSoo
AVERY COUNTY,
OTHER FLOOD AREAS
NORTH CAROLINA
ZONE X Areas of 500-year flood; areas of 100-year flood
(UNINCORPORATED AREAS)
with average depths of less than 1 foot or with
drainage areas less than 1 square mile; and areas
protected by levees from 100-year flood.
ZONE AE
PANEL 50 OF•125
OTHER AREAS
''
3577
ZONE X Areas determined to be outside 500-year flood
0. M
plain.
ZONE D Areas in which flood hazards are undetermined.
UNDEVELOPED COASTAL BARRIERS
�3
3575
Flood Boundary
Z X
Floodway Boundary
ai2�
COMMUNITY --PANEL NUMBER:
370010 0050 B
13a1
Zone D Boundary
NE AE
EFFECTIVE DATE:
Boundary Dividing Special Flood Hazard
Zones, and Boundary Dividing Areas of
SEPTEMBER 28,1990
Different Coastal Base Flood Elevations Within
m
Special Flood Hazard Zone.
i�
V
�`^^"-567 Base Flood Elevation Line; Elevation in Feet'
NE ' 3540
X
FderalEmeegencyMhnagementAgency
Cross Section Line
0
a°
(EL 19) Base Flood Elevation in Feet Where Uniform
This is an official copy of a portion of the above referenced flood map. It
'
Within Zone'
was extracted using F-MIT On -Line. This map does not reflect changes
or amendments which may have been made subsequent to the date on the
R M . X Elevation Reference Mark
title block. For the latest product Information about National Flood Insurance
Program flood maps check the FIRMA Flood Map Store at www.msc.fema.gov

T I ZONE AE
teas IP 3684 221
APPROXIMATE SCALE IN FEET
3680
Z000 o z000
Y
C
ZONE A " 3668
N ZONE AE N
N 366
d
3660 ISto
ROAD E
RM9 3655
3669 1357 r,
3652
NATIONAL FLOOD INSURANCE PROGRAM
tLl 11` 3684 e , ZONE AE
6
3655 3s0 647 ; . r 3647
3667
iiilll ode 3637 's
FIRM
3642
RM.6 3631 P c<
FLOOD INSURANCE RATE MAP
�,
3628-3640 ot�yt
3624
M 3633
O 3636
tal
LINVILLE BYPASS CI❑
AVERY COUNTY, .
asls 3szo
teoz Linville
NORTH CAROLINA
3612
3611 a
(UNINCORPORATED AREAS) .
3606
3604 L•
360
ZONE AE ��
PANEL 75 OF 125
3596 tat Cs
ZONE X
3592
K
ZONE X 15'z c
3688 1 ado
35a
e
COMMUNITY —PANEL NUMBER:
370010 0075 B
f358o
zzt
EFFECTIVE DATE:
SEKEMBER 28, 1990
3578
a
ZONE X
ZONE X
Federal Emergency Management Agency
3576
This Is an official copy of a portion of the above referenced flood map. It
pwas
extracted using F-MIT On -Line. This map does not reflect changes
p
or amendments which may have been made subsequent to the date on the
3 s
�^`
title block. For the latest product Information about National Flood Insurance
Program flood maps check the FEMA Flood Map Store at wvrw.msc.fema.gov

I
19a ZONE X
T
3
S
C r�
eek
MIMI
MONTEZUMA
ZONE
ZONE,
15D1
ZONE AE--4
3600
P ZONE'
RM2
\ 3541 C
1540
BROAD A
ZONE AE
1u uaienmue a nuuu msuidnLe a dvd11duie, wnidu do w5uodn
the National Flood Insurance Program at [phone].
APPROXIMATE SCALE IN FEET
2000 0 z
NATIONAL FLOOD INSURANCE PROGRAM
FIRM
FLOOD INSURANCE RATE MAP
3600
AVERY COUNTY,
NORTH CAROLINA
(UNINCORPORATED AREAS)
N^ E PANEL 50 OF 125
4AE
COMMUNITY—PANEL NUMBER:
370010 0050 • B
EFFECTIVE DATE:Wu
SEPTEMBER 28,1990
Federal Emergency Management Agency
This is an official copy of a portion of the above referenced flood map. It
was extracted using F-MIT On -Line. This map does not reflect changes
or amendments which may have been made subsequent to the date on the
title block. For the latest product information about National Flood Insurance
Program flood maps check the FEMA Flood Map Store at www.msc.fema.gov

PUMP INFORMATION

May. 5. 2005 3:40PM HUGHES SUPPLY it
l
Section 62MDER Page 106 E y►iV1 GG6 V (GG:
Dated JANUARY 2002
Supersedes JANUARY 2001
-Curve
RPM: 1750 Discharge: 2"
N,3.1094 P. 2
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The curves reflect maximum performance characteristics without exceeding full load (Nameplate) horsepower.
All pumps have a service factor of 1.2. Operation is recommended In the bounded area with operational point within the
curve limit. Performance curves are based on actual tests with clear water at 700 F and 1280 feet site elevation.
Conditions of Service:
IF190 GPM: Z, TDH: 6 7

IVI0. y. ). LvVJ i- -r 71 IYI If VUII LV VVI I LI
1uv. 1V7T I. )
e�ch te-al
NPGF
EfflData'
I
Section GRINDER Page 407
Dated DECEMBER 2002
Supersedes JANUARY 2002
MODEL: HPGWHPGFHX — Explosion -Proof Grinder Pumps
Physical Data: A ----
DISCHARGE SIZE
2" NPT ON FiPGFX, 3" 125 LB. FLANGE ON HPGFHX
IMPELLER TYPE
SEMI -OPEN 5 VANE
CABLE LENGTH
30' STANDARD
PAINT
PAINTED AFTER ASSEMBLY. DARK GREEN,
ENAMEL, ONE COAT, AIR DRIED.
Temperature:
MAXIMUM LIQUID
140OF
MAXIMUM STATOR
311OF
OIL FLASH POINT
390OF
HEAT SENSOR Open:
Closed:
2570E MAX./239°F MIN.
194"F MAX,/149°F MIN.
Technical Data:
POWER CORD TYPE
STW/STW A WATER RESISTANT 600V, 600C
SENSOR CORD TYPE
16-4 STW-A WATER RESISTANT 600V, 60°C, 10 AMPS
MOTOR HOUSING
CAST IRON ASTM A-48 CLASS 30
CASING
CAST IRON ASTM A-48 CLASS 30
u. z
O
IMPELLER
RED BRASS #85-5-5-5 ASTM B584-836
co �
CUTTERS
a
Stationary:
440C STAINLESS STEEL HARDENED TO 55-60 ROCKWELL C
Upper (A)ial):
440C STAINLESS STEEL HARDENED TO 55-60 ROCKWELL C
r— z
Lower (Radial):
440C STAINLESS STEEL HARDENED TO 55-60 ROCKWELL C
MOTOR SHAFT
416 STAINLESS STEEL
HARDWARE
300 SERIES STAINLESS STEEL
"O" RINGS
BUNA N
MECHANICAL SEALS
Standard:
UPPER AND LOWER CARBON/CERAMIC/BONA-N, TYPE 21
Optional:
LOWER TUNGSTEN CARBIDE/TUNGSTEN CARBIDE/BUNA-N, TYPE 21
UPPER BEARING
(RADIAL) SINGLE ROW BALL (6003)
LOWER BEARING
(TFiRUST) SINGLE FLOW BALL (6308)
MIN. B-10 BEARING LIFE
50,000 Hrs
I� HYDROMA IC

FROM :TZB
_#5/v1jL20D5 09:51 FAX [phone]
FAX NO. :4239687315 May. 20 2005 09:47RM P5
WATER & TASTE EQUIP 0004
Section GRINDER Pdcge 306
Dated JANUARY 2002
Supersedes QMER 2000
MODEL: HpoFX/HPGFHX. Expsos3®nl-pre®f Grinder Pump
R.P.M.
MOTOR TYPE
mompESIGN NEMA TYPE
GENT=PAL IN$ULATIONI CLASS
STATOR WINDING CLASS
MAXIMUM STATOR TEMPERATURE
MOTOR PROTECTION
ELECTRICAL RATINGS
VOLTAGE
1 y�itl
ENCLOSED, OIL COULED INDUCTION
B (So) L (10)
F
F
1.WC-311'F
BWETALLIC,TEOERATURE. SENSITIVE DISC,
SIZED TO OPEN AT 12011C AND AVTOMATICALLY
RESFT @ 30-360C DIFFERENTIAL, ONE IN
[-TEAT
SENSOR
SEAL FAIL
19.6 22.9 91
3 pan 1 G 1.2 17.1 20 79
24VDC I 115VAC I 23 WAC
6AMPS 5AMPS 1 5AMPS
300VVAC 5mA
t10%
�f ,
3.3 1:18.2
g pan 3 l J 1 1.2 ` 4.8 5.8 I 28 13.1 122.3
1.2
17.9
9<l4.8 37A 6.1
7.s
6.9
476.1
7.2
37.6
V53
29
32.9
194
25.2
1.2
28-6
169 72 67 1U.1
84
12.6
14.3
10.1
11.4
67.2
ILA HY®ROATIC

FROM :T&B
05/10/2006 09:52.FAX [phone]
Page 209B SC T" GR FNDE"
Dmd 1ANU
5updrsedes JULY Z000
!-0wtwu9��yIQs Aga #
FAX NO. : 4239687315 May. 20 2005 Uy: 4 (HI"I F'b
ICI WATER & WASTE EQUIP OU 5
3/j w tf 4 pkm
emgy!vmd on o 6" uk
ax—ma campallim

FROM :T21B FAX NO. :4239687315
05/19/2005 09:52 FAX [phone] WATER & WASTE EQUIP
Data
May. 20 2005 09:47RM P7
1@006
soon IfSUWON Page 631
Dated MAY 2000
SUPMsda SID UER11 N 1443
FUNSCHNN
FUURUKO RAIL
GUIDE WL
COVRK is
FLARGEMBE
RODS
®
®
o
�LSQ4AR6g�UiGE
e
OFP0P
c
DISCHARGE low
a �
� o
0 0
wDRDucsrAulsRANGE
ASS ILYWM BUUA
DI�9RA6M
ZINC FAD
5TAIRV
FIRE
SMOKE
ABAS

NPSHA = HBAR +/- HS - HvAP — Sum H,,, - Hfs — HvoL+/- V2 — F. S
2g
where:
HBAR= barometric pressure @ special elevation, 14.7 psi @ sea level
@ 4°°° fT = Iz•69 rrf o✓r zr. Zs'
HS = suction head (+ for suction head, - for suction lift) 5 rope. (e-V
HvAP = vapor pressure of fluid (look @ tables — use max. operating temp.) �, 6 l LD q12
Sum H,,, = sum of all minor losses "sa me 3 /
Hfs = friction losses d-)SH wee,
I�
HvoL= partial pressure of dissolved gases (for clean water ignore this; for wastewater
use 2') = Z
See Uc CLA'(dklawt brlo�
V2 = velocity head (+ for suction head, - for suction lift)
2g
F.S = Factor of Safety, use 5'-7' (%! G 6
V tJ
CVJ s ftvv- w�c
P P)
vti 17.9yT _ �r�
i� 6k.h
i
(fie ���c� 6 P ANC YE sy��'+tKi`1td

►NDICAP
3N (TYP•)
)UNT ON
Cq
t i��ILDMN
Ip.
ro
CURS CUT
o r(TYP.)
m NC DOT
N STD.848.05
m
O
w
LL
Aj
a
i, ,.i.• .0
SIDEWALK o 5" S.S.
TO CONNECT SVC
...BUILDINGS(TY
NEW FORCE
MAI
d
'SET
PROPOSED I
PUMP
STATION!
PERMANENT
'
DITCH (Typ.'
(SEE DETAIL)
I RAN
SET S
0429' W
36.77
r

19 /'Vi 01
loop
ri
A%j

Y. J. 2005 3:48PM HUGHES SUPPLY tl
ection GRINDER Page 106 u 1.�� : � , 7 A-1
)aced 3ANUARY 2002
f
N,o.1094 P. 2
The curves reflect maximum performance characteristics without exceeding full load (Nameplate) horsepower.
All pumps have a service factor of 1.2. Operation is recommended In the bounded area with operational point within the
curve limit. Performance curves are based on actual tests with clear water at 70" F and 1280 feet site elevation.
Conditions of Service.

GENERATOR INFOR1dIATION

SG020
SG025Liquid Cooled Gas Engine Generator Sets
Continuous Standby Power Rating Prime Power Rating
20KW 60 Hz 120KVA 50 Hz 15KW 60 Hz 115KVA 50 Hz
25KW 60 Hz 125KVA 50 Hz
FEATURES
■ INNOVATIVE DESIGN 8, PROTOTYPE TESTING are key
components of GENERAC'S success in "IMPROVING POWER
BY DESIGN." But it doesn't stop there. Total commitment to
component testing, reliability testing, environmental testing,
destruction and life testing, plus testing to applicable CSA, NEMA,
EGSA, and other standards, allows you to choose GENERAC
POWER SYSTEMS with the confidence that these systems will
provide superior performance.
■ TEST CRITERIA:
✓ PROTOTYPE TESTED
✓ SYSTEM TORSIONAL TESTED
✓ ELECTRO-MAGNETIC INTERFERENCE
✓ NEMA MG1-22 EVALUATION
✓ MOTOR STARTING ABILITY
✓ SHORT CIRCUIT TESTING
✓ UL 2200 COMPLIANCE AVAILABLE
20KW 60 Hz 120KVA 50 Hz
Power Matched
■ ' Naturally Aspirated
■ SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE
REGULATION. This state-of-the-art power maximizing regulation
system is standard on all Generac models. It provides optimized
FAST RESPONSE to changing load conditions and MAXIMUM
MOTOR STARTING CAPABILITY by electronically torque -
matching the surge loads to the engine.
■ SINGLE SOURCE SERVICE RESPONSE from Generac's dealer
network provides parts and service know-how for the entire unit,
from the engine to the smallest electronic component. You are
never on your own when you own an GENERAC POWER
SYSTEM.
■ GENERAC TRANSFER SWITCHES, SWITCHGEAR AND
ACCESSORIES. Long life and reliability is synonymous with
GENERAC POWER SYSTEMS. One reason for this confidence
is that the GENERAC product line includes its own transfer
systems, accessories, switchgear and controls for total system
compatibility.
GENERAC @)
POWER SYSTEMS, INC:

APPLICATION
& ENGINEERING DATA SG020ISGO25
GENERATOR SPECIFICATIONS. ENGINE SPECIFICATIONS
TYPE............................................................... Two -pole, revolving field
ROTORINSULATION............................................................... Class F
STATORINSULATION............................................................. Class F
TOTAL HARMONIC DISTORTION ............................................... <3%
TELEPHONE INTERFERENCE FACTOR (TIF) ........................... <50
ALTERNATOR ........................................ Self -ventilated and drip -proof
BEARINGS (PRE-LUBED & SEALED)................................................1
COUPLING............................................................Direct, Flexible Disc
LOAD CAPACITY (STANDBY) .................................................... 100%
NOTE. Emergency loading in compliance with NFPA 99, NFPA
110, paragraph 5-13.2.6. Generator rating and performance in
accordance with IS08528-5, BS5514, SAE J1349, IS03046 and
DIN6271 standards.
EXCITATION SYSTEM
DIRECT........................................................... DC excitation system ✓
Low -velocity brushes and slip rings ✓
REGULATION................................................................ Solid-state ✓
................................................................................... ±1 % regulation ✓
GENERATOR FEATURES
■ Two pole, revolving field generator, directly connected to the
engine shaft through a heavy-duty, flexible disc for permanent
alignment.
■ Generator meets temperature rise standards for class "F"
insulation as defined by NEMA MG1-22 and NEMA MG1-1.
■ Stator windings are "trickle" varnished and rotor windings are "roll -
dipped" for complete Class H impregnation.
■ All model designs pass a three-phase symmetrical short circuit
test to assure system protection and realiability.
■ Unit tested for motor -starting ability by measuring instantaneous
voltage dip with a waveform data acquisition system.
■ All models utilize an advanced wire harness design for reliable
interconnection within the circuitry.
■ Magnetic circuit, including amortisseur windings, tooth and skewed
stator design, provides a minimal level of waveform distortion and
an electromagnetic interference level which meets accepted
requirements for standard AM radio, TV, and marine radio
telephone applications.
■ Voltage waveform deviation, total harmonic content of the AC
waveform, and balanced T.I.F. (Telephone Influence Factor) have
been evaluated to acceptable standards in accordance with NEMA
MG1-22.
■ Alternator is of drip -proof guarded construction.
MAKE....................................................................................
GENERAC
MODEL.................................................................................MMC
4G15
CYLINDERS...............................................................................
4 in -line
DISPLACEMENT ................................................
1.5 Liter (91.5 cu. in.)
BORE........................................................................75.5
mm (2.97 in.)
STROKE.......................................................................82 mm (3.23 in.)
COMPRESSION RATIO...............................................................
9.4:1
INTAKE AIR.............................................................
Naturally Aspirated
NUMBER OF MAIN BEARINGS..........................................................5
CONNECTING RODS............................................4-Drop
forged steel
CYLINDERHEAD....................................................................S.O.H.C.
PISTONS....................................................................
4-Aluminum Alloy
CRANKSHAFT.........................................................
Drop Forged Steel
VALVE TRAIN
LIFTER TYPE............................................................ Rocker Arm Type
INTAKE VALVE MATERIAL ................ High Temperature Alloy Forged
EXHAUST VALVE MATERIAL ............ High Temperature Alloy Forged
VALVESEATS................................................................... Replaceable
ENGINE GOVERNOR
0 ELECTRONIC...................................................................... Standard
FREQUENCY REGULATION, NO-LOAD TO FULL LOAD ... 0.5%
STEADY STATE REGULATION ........................................... ±0.25%
LUBRICATION SYSTEM
TYPEOF OIL PUMP..................................................................... Gear
OILFILTER............................................................... Full flow, cartridge
CRANKCASE CAPACITY .......................................... 3.8 Liters (4 qts.)
COOLING SYSTEM
TYPE OF SYSTEM ................................ Pressurized, closed recovery
WATERPUMP ................................................... Pre-lubed, self-sealing
TYPEOF FAN............................................................................ Pusher
NUMBEROF FAN BLADES.................................................................6
DIAMETER OF FAN .................................................. 380 mm (15.0 in.)
COOLANT HEATER......................................................... 120V, 500 W
FUEL SYSTEM
FUEL
O Natural Gas or L.P. Vapor ............................................... Standard
O L.P. Liquid Withdrawal....................................................... Optional
CARBURETOR.....................................................................Down draft
SECONDARY FUEL REGULATOR Nat. Gas or L.P. Vapor Systems
HOT WATER VAPORIZER ................ L.P. Liquid Withdrawal Systems
AUTOMATIC FUEL LOCKOFF SOLENOID .......................... Standard
OPERATING FUEL PRESSURE VAPOR SYSTEMS ..... 7" to 15" H2O
ELECTRICAL SYSTEM
■ Fully life -tested protective systems, including "field circuit and BATTERY CHARGE ALTERNATOR ......................... 15 Amps at 12 V
thermal overload protection" and standard mainline circuit breakers
capable of handling full output capacity. STARTER MOTOR........................................................................ 12 V
RECOMMENDED BATTERY .......................... (1) - 12 V, 75 A.H., 26F
■ S stem torsional acceptability confirmed during Prototype Testing. GROUND POLARITY.............................................................. Negative
Y
Rating definitions -Standby: Applicableforsupplyingemergencypowerfortheduration oftheutilitypoweroutage. Noovedoadcapabilityisavailableforthisrafing.(AllratingsinaccordanceWthBS5514,IS03046
and DIN6271). Prime (Unlimited Running Time): Applicableforsupplying electdcpowerin lieu of commercially purchased power. Prime poweris the maximum poweravailable alvariable load. A 10 %overload
capacityis availableforl hourin 12hours. (All ratings in accordancewith BS5514, IS03046, IS08528 and DIN6271).

GENERACa
POWER SYSTEMS, INC.
SG020/SG025
OPERATING DATA
STANDBY
PRIME
SG020
SG025
SG020
SG025
GENERATOR OUTPUT VOLTAGEIKW-60Hz
NGILP Rate AMP
NGILP RatedAMP
NGILP RatedAMP
NGILP RatedAMP
120/240V, 1-phase, 1.0 pf NOTE: Consultyour
20 83.3
25 104.2
15 62.5
20 83.3
120/208V, 3-phase, 0.8 pf Generacdealerfor
20 69.5
25 86.8
15 52.1
20 69.5
120/240V, 3-phase, 0.8 pf additional voltages.
20 60.2
25 75.3
15 45.2
20 60.2
277/480V, 3-phase, 0.8 pf
20 30.1
25 37.6
15 22.6
20 30.1
600V, 3-phase, 0.8 pf
20 24.1
25 30.1
15 18.1
20 24.1
GENERATOR OUTPUT VOLTAGE/KVA-50Hz
NGILP RatedlAMP
NGIP RatedAMP
NGILP RatedAMP
NGILP RatedAMP
110/220V, 1-phase, 1.0 pf
16 68.2
20 90.9
12 54.5
16 72.7
115/200V, 3-phase, 0.8 pf NOTE: Consultyour
Generacd
20 57.8
25 72.3
15 43.4
20 57.8
100/200V, 3-phase, 0.8 f
P P additional voltages.
.
20 57.8
25 72.3
15 43.4
20 57.8
231/400V, 3-phase, 0.8 pf
20 28.9
25 36.1
15 21.7
20 28.9
480V, 3-phase, 0.8 pf
20 24.1
25 30.1
15 18.1
20 24.1
MOTOR STARTING KVA
Maximum at 35% instantaneous voltage dip
with standard alternator; 50/60 Hz
40/46
43/48
40146
43/48
FUEL
N.G.. L.
N.G.. L.P..
N.G.. L.
N.G.. L.P.
Fuel consumption-60 Hz-100% Load
ft.3/hr.
369 153 -
442 183 -
301 125
369 153
m3/hr.
10.4 4.3
12.5 5.2
8.5 3.5
10.4 4.3
*Fuel consumption-50 Hz-100% Load
ft.3/hr.
295 122
361 150
245 102
295 122
m3/hr.
8.4 3.5
10.2 4.2
6.9 2.9
8.4 3.5
COOLING
Coolant capacity System lit.(US gal.)
6.6 (2)
6.6 (2)
6.6 (2)
6.6 (2)
Engine lit.(US gal.)
0.9 (0.25)
0.9 (0.25)
0.9 (0.25
0.9 (0.25)
Radiator lit.(US gal.)
6.6 (1.75)
6.6 (1.75)
6.6 (1.75)
6.6 (1.75)
Coolant flow/min. 60 Hz lit.(US gal.)
40 (10.6)
40 (10.6)
40 (10.6)
40 (10.6)
50 Hz lit.(US gal.)
36 (9.6)
36 (9.6)
36 (9.6)
36 (9.6)
Heat rejection to coolant 60 Hz BTU/hr.
96,000
120,000
77,000
96,000
Cooling air flow 60 Hz m3/min. (cfm)
45 (1590)
45 (1590)
45 (1590)
45 (1590)
50 Hzm3/min. (cfm)
37.5 (1325)
37.5 (1325)
37.5 (1325)
37.5 (1325)
COMBUSTION AIR REQUIREMENTS
Flow at rated power 60 Hz m3/min. (cfm)
1.6 (57)
2.0 (70)
1.3 (47)
1.6 (57)
50 Hz m3/min. (cfm)
1.4(48)
1.6 (58)
1.1 (39)
1.4(48)
EXHAUST
Exhaust flow at rated output 60 Hz m3/min. (cfm)
6.0 (212)
7.3 (260)
4.9 (173)
6.0 (212)
50 Hzm3/min. (cfm)
5.0 (177)
6.1 (217)
4.0 (144)
5.0 (177)
Max. recommended back pressure Kpa (Hg)
5.0 (1.5")
5.0 (1.5')
5.0 (1.5")
5.0 (1.5")
Exhaust temp, at rated output °C ff)
704 (1300)
732 (1350)
677 (1250)
704 (1300)
Exhaust outlet size N.P.T. (female)
1.5"
1.5"
1.5"
1.5"
ENGINE
Rated RPM 60 Hz
3600
3600
3600
3600
50 Hz
3000
3000
3000
3000
HP at rated KW 60 Hz
30
37
26
32
50 Hz
26
32
20
26
Piston speed 60 Hz m/min. (ft./min.)
590 (1937)
590 (1937)
590 (1937)
590 (1937)
50 Hz rn/min. (ftJmin.)
492 (1614)
492 (1614)
492 (1614)
492 (1614)
BMEP (psi) 60 Hz - psi
78
97
62
78
50 Hz - psi
74
93
59
74
POWER ADJUSTMENT FOR AMBIENT CONDITIONS
Temperature
-3% for every 10°C above - °C
25
25
25
25
-1.5% for every 10°F above - °F
77
77
77
77
Altitude
-3% for every 300 m above - m
913
913
913
913
-3% for every 1000 ft. above - ft.
3000
3000
3000.
3000

STANDARD ENGINE & SAFETY FEATURES SG020/SG025
■ High Coolant Temperature Automatic Shutdown
■ Low Coolant Level Automatic Shutdown
■ Low Oil Pressure Automatic Shutdown
■ Overspeed Automatic Shutdown (Solid-state)
■ Crank Limiter (Solid-state)
■ Oil Drain Extension
■ Radiator Drain Extension
■ Factory -Installed Cool Flow Radiator
■ Closed Coolant Recovery System
® UV/Ozone Resistant Hoses
■ Rubber -Booted Engine Electrical Connections
■ Isochronous Governor
■ Fuel Lockoff Solenoid
OPTIONS
■ OPTIONAL FUEL ACCESSORIES
O Flexible Fuel Lines
O L.P. Liquid Withdrawal
O Automatic Gaseous Dual Fuel
■ OPTIONAL EXHAUST ACCESSORIES
O Critical Exhaust Silencer
■ OPTIONAL ELECTRICAL ACCESSORIES
O Battery, 12 Volt, 75 A.H., 27F
O Battery Heater
O 2A Battery Charger
O 10A Dual Rate Battery Charger
■ OPTIONAL ALTERNATOR ACCESSORIES
O Alternator Strip Heater
O Alternator Tropicalization
O Main Line Circuit Breaker
■ CONTROL CONSOLE OPTIONS
• See control console specification sheet
■ ADDITIONAL OPTIONAL EQUIPMENT
O Automatic Transfer Switch
O 3 Light Remote Annunciator
O 5 Light Remote Annunciator
O 18 Light Remote Annunciator
O Alarm Relay Panels
O Unit Vibration Isolators (Pad/Spring)
■ Secondary Fuel Regulator (N.G. and L.P.)
■ Stainless Steel Flexible Exhaust Connection
■ Battery Charge Alternator
■ Battery Cables
■ Battery Tray
■ Vibration Isolation of Unit to Mounting Base
■ 12 Volt, Solenoid -Activated Starter Motor
■ Air Cleaner
■ Fan Guard
■ Control Console
■ Radiator Duct Adapter
■ Engine Block Heater
O Oil Make -Up System
O Oil Heater
O 5 Year Warranties
O Export Boxing
O Heavy Duty Air Cleaner
■ OPTIONAL ENCLOSURE
O Weather Protective
O Sound Attenuated
O Alluminum and Stainless Steel
O Enclosed Muffler
Distributed by:
Design and spedficalions subject to change without notice. Dimensions shown are approximate. Contact your Generac dealer for certified drawings. DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES.
T- rr
918 'r u
00, [36.11
O
V o O I �_
1360 I 736
153.51 --11 129.01
1697
mm [in] [66.81 WEIGHT: 1650 lbs.
GENERAC' POWER SYSTEMS, INC. • P.O. BOX 8 • WAUKESHA, WI 53187
262/544-481 1 FAX [phone]
Bulletin 0160770SBY/ Printed in USA 12.98 rev. 05.02 ©Generac Power Systems, Inc. All rights reserved. All specifications subject to change without notice.

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)
MECHANICAL TREATMENT AND NONDISCHARGE DISPOSAL FACILITIES
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Linville Resorts, Inc.
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Mr. Bentley Parlier, Vice President
3. Mailing Address: Post Office Box 98
City_ Linville State: North Carolina Zip: 28646
Telephone No.: ( 704 ) 733-4311
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptanrre, Operational Agreements, etc.):
Linville Resorts Wastewater Treatment Plant Improvements
5. Application Date: 04-01-93 • - 6. Fee Submitted: S 400.00
7. County where project is located: Avery County
8. Address of treatment and disposal facility: N.C. Highway 181 and U.S. Highway 221
North of Linville, Avery County
9. Latitude: 810 52, 17" ;Longitude: 360 04' 20" of disposal facility
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DENT):
2. Specify whether project is: new; renewal*; x modification.
*If renewal, complete only sections I, II, III, and applicant signature
(on pg.12).Submit only pgs. 1, 2, and 12 (original. and 3 copies of each). Engineer
signature not required for renewal.

MECHANICAL TREATMEN
PAGE 2 (4/91)
3. If this application is being submitted as a result of a renewal or modificatioi
existing permit, list the existing permit number NC 0039446 and issue date
4. Specify whether the applicant is public or X private.
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater:
Industrial;
90 % Domestic; 10 % Commercial;
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.:
Subdivision with small comnercial development.
3. 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
4. Volume of wastewater generated by this project: 45,000 gallons per day
5. Explanation of how wastewater volume was determined: Average of past flow records.
6. Brief project description: Replacegent of existing 50,000 GPD WWTP with a 100,000 GPD
package -type extended aeration WWTP.
IV. DESIGN INFORMATION:
1. Type of wastewater treatment facility (extended aeration, oxidation ditch, activated
sludge, aero-mod, other): Extended aeration
2. For coastal facilities and golf course spray irrigation facilities, all essential treatment and
disposal units must be provided in duplicate. Specify: golf course spray facility;
coastal facility; other. How many units have been provided?
3. Specify the design flow of the facility: 100,000 gallons per day
4. Specify the volume of the r uired flow equalization basin or tank: 20,000 gallons
NOTE: The required equalization tank volume is determined from a diurnal hydrograph
analysis of the maximum and minimum flows expected.
5. Specify the number of and capacity of the pumps used for flow equalization:
N/A pumps at GPM each.
6. How many bar screens are provided? 1
7. Specify whether bar screens are: X manually cleaned; mechanically cleaned
2 of 13

1`IF-CHAN7CAL TREATMENT
PAGE 3 (4/91)
8. How many flow splitter boxes are provided? 1
9. Are the flow splitter boxes designed to allow the excess of the average daily flow to
return to the equalization basin? X yes; _ no
10. How many aeration basins are provided? 2
11. What type of aeration is provided (coarse bubble, fine bubble, floating aerators, etc.)?
Coarse Bubble
12. Specify the volume for each aeration basin: - 50,000 gallons
gallons
13. What is the detention time in the aeration basin(s)? 24 hours
14. How many clarifiers are provided? 2
15. Specify the volume for each: 8,333 gallons
gallons
16. What is the sidewater depth of the clarifier? 15 feet
17. . What is the detention time in the clarifter(s)? 4 hours
18. What is the clarifier surface loading rate? 347 GPD per square foot
19. 'What -is the clarifier solids loading rate? 0.2 pounds per square foot per hour
20. What is the weir loading rate? 2,083 GPD per foot
21. Specify the volume of the.reouired sludge holding tank: 20,000 gallons
22. Is the sludge holding tank heated? yes; X no
23. Is the sludge holding tank aerated? x yes; no
24. Determine the population equivalency (PE): PE = flow in GPD / 100 GPD per person
100,000 GPD / 100 GPD per person = 1.000 population equivalency
25. Determine the per capita sludge capacity (PCSC):
PCSC = sludge tank volume in gallons / ( (PE) (7.48 gal. per cubic foot))
20,000 gallons / (( 1,000 ) (7.48 gal. per cubic ft.)) = -2.67
26. List the number and capacity of all blowers and what each serves:
3— 250 CFM @ 5 psi — Serves Main aeration and digestor
1-.40 CFM @ 5 psi —.Serves surge tank
27. How many ternary filtration units are provided (dual units required)? -0-
28. Specify what tertiary filtration units are provided (traveling bridge, dual beds, other):
N/A
29. What is the area of each filter? N/A square feet
30. What is the filter loading rate*? N/A GPM per square ft.
*Filter loading rate should be less than 1.25. GPM per square foot
31. What is the clearwell capacity? - N/A gallons

MECHANICAL TREATM
PAGE 4 (4/91)
32. The minimum clearv.-ell capacity needed is: (filter area) (15 GPM per ft.2) (10 min
Min. clearwell capacity = ( N/A ft 2) (15 GPM per ft. 2) (10 min)
Min. clearwell capacity needed is: N/A gallons
33. What is the mudwell capacity? N/A gallons
34. The minimum mudwell capacity needed is: backwash vol. + inflow during backwash
backwash volume = clearwell capacity
inflow during backwash = (flow) (10 minutes) / 1440 minutes per day
min. mudwell capacity = (( GPD) (10 min.)) / 1440 min./day + gal.
minimum mudwell capacity needed is: N/A gallons
35. What is the thickness of the sand? N/A inches
36.
What is the thickness of anthracite? N/A
inches-
37.
What are the sand specifications? N/A mm for
effective size;
uniformity coefficient;
% dust content
38.
The sand specifications are included on page N/A of
the plans or
on page N/A of the specifications.
39.
What type of chlorination is provided? Gas
40.
What is the volume of the chlorine contact chamber? 2,100
gallons
41.
How much detention time is provided (minimum 30 minutes required)?
30 minutes
42.
Has residual chlorine removal equipment been provided? x yes;
no
If yes, what type? Sodium Bisulfite
43.
What is the volume of the effluent dosing or spray tanks? 55
gallons
44.
Specify the number of pumps and their capacity: 2 pumps at
19f GPINI
45.
What is the total dynamic head?
20 feet
46. The pump curves are included on page of the plans or
on page 1 of the Pump station and controls specifications.
47. Specify the high water alarms provided: x audible & visual; auto dialer
48. What sludge handling equipment is provided?
49. How, where, and by whom Mll the sludge be ultimately disposed? A land application
permit for the project is currently eing reviewed by the N.C. Division of Environmental
Management.
50. If the sludge is going to be land applied by a contractor list the existing permit number
See Item 49 and issue date
51. Explain how the sludge will be treated to comply with the 'Processes to Significantly
Reduce Pathogens." Sludge will be treated in accordance with EPA Guidelines for aerobic
digestion.
4 of 13

W
MECHAMCAL TREATIAENI'
PAGE 5 (4/91)
52. What is the name of the closest downslope surface waters? Linville River
53. Classification of closest dov.mslope surface waters: C. Trout (as
established by the Environmental Management Commission and specified on page 10 of
this application)
54. If a power failure could impact waters classified as WS, SA, B, or SB describe which of
the measures are being implemented;o prevent such impact, as required in 15A NCAC
2H,.0200: -N/A -
55. If the facility is a coastal facility or a golf course spray irrigation facility describe the
automatically activated standby power system: N/A
56. Describe an}, other treatment units that are not previously described: N/A
COMPLETE SECTION V, VI, OR VII THAT APPLIES. FOR THOSE
SECTIONS OR QUESTIONS THAT DO NOT APPLY, WRITE NOT.
APPLICABLE OR N/A. ALL OTHER SECTIONS MUST BE COMPLETED
RAPID INFILTRATION N/A
1. What type of rapid infiltration system has been provided (rotary distributor, spray
beds, other)?
2.
3.
4.
5.
6.
7.
8.
9.
What is the vertical separation to the seasonal high water table?
What is the loading rate (must not exceed 10 GPD / ft.2)?
How many disposal areas are there?
What is the square footage of each disposal area?
What is the square footage of the "green area?"
What material is the rotary distributor constructed of?
What is the diameter of the rotary distributor?
Is the rotary distributor hydraulically or motor driven?
feet
GPD / ft.2
square -feet
square feet
feet

10.
MECHANICAL TREATM
PAGE 6 (4/91)
The rotary distributor disposal area should be completely surrounded by a rr,
type wall that extends at ]east 18 inches below ground surface and at least 12
above ground surface. Specify how far below ground: inches; and above
ground: inches, these walls extend.
VI. GOLF COURSE SPRAYS N/A
1. What is the name and location of the golf course that is being irrigated with treated
wastewater?
2. What is the volume of wastewater to be irrigated?
3. What is the volume of the five day detention pond?
4. How is public access prevented from the 5 day detention pond?
5.
6.
7.
gallons per day
Is the 5 day detention pond lined? _ yes; _ no. What material ?
What volume of storage is required by the water balance (minimum of 60 days)?
days;
What volume of storage is provided in the storage / irrigation pond?
gallons
Qallons
days; gallons
8. Is the storage/irrigation pond lined? _ yes; _ no. What material?
9. The spray nozzle specifications are on page of the _ plans or _ specifications
10. What is the loading rate recommended by the soils scientist (less than 1.75 in./ week):
in. / hour, in. / week; in. / year
VII. SUBSURFACE DISPOSAL N/A
1. Specify the loading rate recommendation, as determined by the soils scientist, for the
subsurface disposal field: GPD per square foot.
2. Specify the loading rate recommendation, as determined by the soils scientist, for the
EMair area (100% replacement) subsurface disposal field: GPD per square ft.
3. Specify design loading rate that will occur in disposal field: GPD / ft.2
(In coastal areas the maximum is 1.5 GPD / square foot for gravity systems and 1.0
_GPD per square foot for low pressure systems). .
6 of 13

MECHANICAL TREATMENT
PAGE 7 (4/91)
4. Specify the number of subsurface fields: ; The dimensions of the fields:
Supply line dig,.: ; Manifold dia.: ; Distribution lateral
dia.: ; Hole d-ia.': ; Number of laterals: ; Lateral length
(typically 70 ft. max. for LPP & 100 ft. max. for gravity): ; Trench
width: ; Trench depth: ; Minimum pressure head: ;
Maximum pressure head: ; Minimum vertical separation between trench
bottoms and mean seasonal high water table: ; Distance on centers (for LPP not
less than 5 fQ: ; Maximum slope of trenches (should be less than 0.2% for.
gravity systems): ; Details must be provided in plans/specs which
demonstrate that the ends of lines are plugged, that turn -ups are provided
for LPP, and that measures will be taken (grade boards, etc.) to ensure
that laterals are properly installed.
5. The following criteria should be used for the sizing of residential septic tanks:
a_ three bedrooms or less, use minimum 900 gallons;
b..four bedrooms , use minimum 1000 gagons;
c. five bedrooms , use minimum 1250 eallons.
6. For businesses with a design flow less than 600 GPD, the minimum tank capacity shall
be twice the flow.
7. The following criteria should be used for the sizing of septic tanks for residences with
more than five bedrooms, multiple family residences, tanks serving two or more
residences*, or establishments with a flow between 600 GPD and 1500 GPD:
Septic Tank Volume = (1.17) (daily sewage flow) + 500 gallons
*Minimum septic tank capacity shall be 1500 gallons
8. For design flows between 1500 GPD and 4500 GPD, the following, criteria shall be
used: Septic Tank Volume = (0.75) (daily sewage flow) + 1125 gallons
9. For design flows which exceed 4500 GPD, use a septic tank capacity equal to the flow.
10. Specify the septic tank volume: gallons
11. Specify the pump tank volume: gallons
12. Specify the number of pumps and their capacity: pumps at GPM
13. Specify the high water alarms: audible & visual; auto dialer
14. The different disposal fields, laterals, or groups of laterals in a subsurface system are
typically designed to be dosed at different rates or volumes from one another. Explain
the method that will be used to ensure that the proper dosing rates and volumes occur.

MEChANICAL TREA
PAGE 8 (4/91)
VIII. BUFFERS:
1. The following buffer zones must be maintained:
a) 400 feet between wetted irrigation area and any residence under separate ownership;
b) 400 feet between the wetted area and residences outside of the
golf course development for golf course sprays;
c) 100 foot vegetative buffer between nearest residence and edge of spray influence
for golf course spray irrigation disposal systems;
d) 150 feet between wetted area and property lines;
e) 150 feet between the wetted area and property lines of lots outside of the
golf course development for golf course sprays;
f) 200 feet between spray imgation systems and any adjoining property and shall be
buffered by- trees in coastal areas;
g) 100 feet between wetted area and wells;
h) 500 feet from public surface water supplies or public shallow (less than 50 feet)
groundwater supplies; or 100 feet from private groundwater supplies in coastal
areas;
i) 100 feet between wetted area and drainage ways or surface water bodies;
j) 50 feet between wetted area and public right of ways;
-k) 100 feet between wastewater treatment units and wells;
1) 50 feet between wastewater treatment units and property lines.
2. If any of the applicable -buffers are not being met, please explain how the proposed
buffers will provide equal or better protection of the Waters of the State ,%zth no increased
potential for nuisance conditions:
THIS APPLICATION PACKAGE WILL NOT. BEACCEPTED 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. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
c. Five copies of the existing permit if a renewal or modification..
8 of 13

u
MECHANICAL TREATI LENT
PAGE 9 (4/91)
rive sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a topographic map,
a site map which indicates where borings or hand auger samples were taken, a map
showing the treatment/disposal facilities, buffers, structures, and property lines; along with
all wells, surface eaters (100-year flood elevation), and surface drainage features within
500 feet of the treatment/disposal facilities. Each sheet of the plans and the first page of the
specifications must be signed and sealed.
e. Five copies of an Operational Agreement (original and 4 copies) must be submitted if the
wastewater treatment and disposal facilities will be serving single family residences,
condominiums, mobile homes, or town houses and if the subject faciliries will be owned by
the individual residents, a homeowners association, or a developer.
f. Five copies of all reports, evaluations, agreements, supporting calculations, etc., must be
submitted as a part of the supporting documents which are signed and sealed by the North
Carolina Professional Engineer. Although certain portions of this required submittal must be
developed by other professionals, inclusion of these materials under the signature and seal of
a North Carolina Professional Engineer signifies that he has reviewed this material and has
judged it to be consistent with his proposed design.
g. A soils scientist report which includes texture, color, and structure of soils down to a
depth of seven feet, depth, thickness and type of any restrictive horizons, hydraulic
conductivity in the most restrictive horizon, cation exchange capacity (CEC), depth
of seasonal high water table, soil pH, soils map (if available), and recommended loading
rates. This report must be signed by the soils scientist.
h. For systems treating industrial waste or any system with a design flow greater than
25,000 GPD a hydroaeologic and soils description of the subsurface to a depth of twenty feet
or bedrock, whichever is less. The number of borings shall be sufficient to determine
significant changes in lithology, the vertical permeability of the unsaturated zone and the
hydraulic conductivity of the saturated zone, depth to the mean seasonal high water table, and
a determination of transmissivity and specific yield of the unconfined aquifer.
i. A proposal for groundwater monitoring and informarion on the location, construction details,
and primary usage of all wells within 500 feet of the treatment/disposal facilities.
j. For subsurface systems disposing of industrial waste a complete chemical analysis of the
typical wastewater to include, but not be limited to Total Organic Carbon, BOD, COD,
Chlorides, Phosphorus, Ammonia, Nitrates, Phenol, Total Trihalomethanes, Toxicity Test
Parameters, Total Halogenated Compounds, Total Coliforms, and Total Dissolved Solids.
k. In coastal areas a plan for controlling stormwater must be submitted`.
1. For spray fields a signed agronomist report which states the type of vegetation that is planned
for the spray fields, along with management and harvest schedules.
m. For spray systems an analysis of the wastewater, including heavy metals totals and synthetic
organics, along with calculations for the most limiting constituents.
n. For golf course sprays the specifications must require that signs be posted stating that the
golf course is irrigated with treated wastewater, that spraying vvill occur betv.,een 11:00 p.m.
and three hours prior to the daily opening, of the course, that the spray piping will be a
separate system with no cross connections to a potable water supply (there shall be no
spigots on the irrigation distribution system), and that the treatment process will produce an
effluent with a monthly average TSS of less than 5 milligrams per liter and a daily maximum
TSS of less than 10 milligrams per liter and a maximum fecal coliform level of less than 1
per 100 milliliters prior to discharge into the five day detention pond.
11 "I ^I

MECHANICAL TREATN
PAGE 10 (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: Linville River
Classification (as established by the Environmental Management Commission):i2o
Proposed Classification, if applicable:
Signature of regional office personnel:A"42_ _ a , Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1. Applicant (corporation, individual, or other): Linville Resorts, Inc.
2. Name and Complete Address of Engineering Firm: McGill Associates, P.A. , Consulting
-Engineers, P. 0. Box 2259
City: Asheville State: North Carolina Zip: 28802
Telephone No. [phone]
3. Project Name: Wastewater Treatment Plant Improvements, Linville Resorts, Inc.
4. Facility design flow: 100,000 GPD
5. Name of closest downslope surface waters: Linville River
6. County(s) where project and surface waters are located: Avery County
7. Map name and date: Grandfather Mountain - Photo Revised 1978
8. North Carolina Professional Engineer's Registration No. 16732
9. Print Name of Engineer _Danny B. Bridges
10. Seal and Signature (specify date):
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DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL .OFFICES (4/91
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville,
NC 2$802
Washington,
NC 27889
Raleigh, NC 27609
704/251-6208
919)946-6481,
919/733-2314
Avery
Macon
Beaufort
Jones
Chatham Nash
Buncombe
Madison
Berrie
Lenoir
Durham. Northampton
Burke
McDowell
Camden
Martin
Edg=rnbe Orange
Caldwell
Mitchell
Chowan
Pamlico
Franklin Person
Cherokee
Polk
Craven
Pasquotank
Granville Van e
Clay
Rutherford
Cunituck
Perquimans
Halifax Wake
Graham
Swain
Dare
Pitt
Johnston Warren
Haywood
Transylvania
Gates
Tyrell
Lev Wilson
Henderson
Yancy
Greene
Washington
Jackson
Hertford
Wayne
Hyde
Fayetteville Regional WQ Super. Mooresville Regional WQ Super
Wachovia Building, Suite 714 919 North Main Street
Fayetteville, NC 28301 Mooresville, NC 28115
919/486-1541 704/663-1699
Anson
Moore
Alexander
Mecklenburg
Bladen
Robeson
Cabamis
Rowan
Cumberland
Richmond
Catawba
Stanly
Hameu
Sampson
Gaston
Union
Hoke
Scotland
Iredell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
9191761-2351
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sury
Davidson
Watauga
Davie
Wilkes
Forsyth .
Yadkin
Guilford
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
1 1 -£ 1 �

MECHANICAL TREATI`
PAGE 12 (4/91)
Name and Complete Address of Engineering Firm: McGill Associates, P.A. , Consulting
P. 0. Box 2259
City: Asheville State: North Carolina
Telephone No. [phone]
Zip: 28802
Professional Engineer's Certification:
I, Danny B. Bridges , attest that this application for Wastewater Treatment
Plant Improvements, Linville Resorts, Inc. has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No.
Print Name of Engineer Danny B. Bridges
Seal and Signature (specify date):
16732
CARS(
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16732 m
Qa
JpA°.
Applicant's Certification:
I, Bentley Parlier , attest that this application for Wastewater Treatment
P1ant'Improvements, Linville Resorts, Inc.
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required pans of this applicarion are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
THE COMPLETED-X PPLICATION 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 27626-053S
TELEPHONE NUMBER: 919/733-SO83
12 of 13

1`IECHANICAL TREATMENT
PAGE 13 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WTI'HOUT
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 S200
< or = 1,000 GPD and
Single Family Dwelling S240 $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.
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state of North Carolina.
)epartment of Environment
ind Natural Resources
)ivision of Water Quality
� 4ichael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph D., Acting Director
Linville Resorts- S Burke Rd
Bentley Parlier
11 Linville Ave
Linville NC 28646
Dear Mr. Parlier:
1 • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 13, 2001
Subject: Permit No. WQ0017405
Linville Resorts- S Burke Rd
Avery County
The Division's Non -Discharge Permitting Unit has received your signed and sealed certification with record
drawings. The Division hereby accepts this certification based upon its execution and submittal by a North
Carolina Professional Engineer. Please note that the record drawings will be forwarded to the Asheville
Regional Office and have not been reviewed. If a review is conducted, you will be notified of any non-
conformity with the Minimum Design Criteria.
If it would be helpful to discuss this matter further, I would suggest that you contact the Water Quality
Regional Supervisor at the Asheville Regional Office at [phone].
Sincerely,
Thelma Williams
cc: Asheville Regional Office, Water Quality Section
Central Files
McGill Associates
1617 Mail Service Center, Raleigh, NC 27699-1617- Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50 %,recycled/10 % post -consumer paper

nit No. WQ0017405
ember 2, 1999
;INEER'S CERTIFICATION
REC iVED
eq�iTE-P 0! lt!.! riy Spr+TIi71J
SEP
Partial (/ Final Non-Q15C�args Permiifing-
I, j JictiaeI T. WareSor/c- , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically,eekir,+dii the construction of the
pr0ject,4r'r1vr1(: rcSar-�r Sewer .Tyrfi- Avery C v^ for the
Project Name Location a7ld County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance of
this permit, the certificate of coverage, the N0 ggpllina Gravity Sewer Minimum Design Manual, and
other supporting materia;s.
Signature
Date - ?-27- d 1
SEAL
�rD6E3 0
a
�p��BB®BYraev^.e:��4
Registration No. I TT5—
The above Engineer's Certification must be completed and submitted to the address below with one (1)
copy of the "Record Drawings" (i.e., as -constructed plans) of the wastewater collection system This
project shall not be considered complete and allowed to operate until this Engineer's Certification and
the "Record Drawings" plans have been submitted. Any wastewater flow made tributary to the
wastewater collection system prior to completion of this Engineer's Certification shall be considered a
violation of the permit and shall subject the Permittee to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617
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3

McGill
A S S 0 C I A T E S-
August 27, 2001
%SATE 01JA1<V SFCTlON
Mr. Kim Colson SEP
�oI
Division of Water Quality
North Carolina Department of. Environment, Non-DischargV ®rmitting
and Natural Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Linville Resorts Sewer System Improvements
Avery County, North Carolina
Permit No. WQ0017405
Dear Mr. Colson:
Please find enclosed the Engineer's Certification, along with one (1) set of record
drawings for the above referenced project. These documents are being submitted in
accordance with the permit issued by your office on November 2, 1999.
If you need any additional information regarding this project, please advise.
Sincerely,
McGILL ASSOCIATES, P.A.
MIKE WARESAK, P.E.
Enclosures
cc: Bentley Parlier
99719/letters/kc27aug01.doc
E n g i n e e r i n g • P l a n n i n g " F i n a n c e
McGill Associates, P.A. • P.O. Box 2259, Asheville, NC 28802 • 55 Broad Street, Asheville, NC 28801
828-252-0575 • FAX [phone]

AUG I I 1999 �O \.
^
I!. �?
WAIfR QUALITY SECTIOP! `w•�•��s !� �`�
N' � ,v. A"
State of North Carolina �c,''ars Iyyy
"
c1r; .�
Department of Environment, Health, and Naturat Reso'nrgp ,
Division of Environmental Management r,
Non-Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SKWERS
I. GENERAL INFORMATION:
I Applicant (corporation, individual; or other): Linville Resorts Inc.
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Bentley Parl'i er
Vice President
3. Mailing Address: P.O. Box 99
City: Linville
State: NC Zip: 28646
Telephone No.: 828 - 733 ; 4311
4: Project Name (subdivision, facility, or establishment name, - should be consistent with
project name. on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Proposed Pump -Station and Force Main to serve Charles.A....Cannon, Jr, Memorial
Hospital
5. Application Date: Ay (9 6. Fee Submitted: $ 400. 00
7..._. County. where project is located: Avery
II, PERMIT INFORMATION:
1.1 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.
K.. If this application is being submitted as a result of a. renewal or modification to an
existing permit, list the existing permit number rr�a and issue date
4. Specify whether the applicant is public or X private.
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUM
PAGE 2 (4/91)
III. INFORMATION .ON WASTEWATER:
1. Nature,of Wastewater: 100 % Domestic; % Commercial;
2.
% Industrial; % Other waste (specify):
Please provide a one or two word description specifying the origin of the
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Hospital and Medical Office Building
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
S:. Volume of wastewater generated by this project: 33,500 gallons per day
6. Explanation of how wastewater volume was determined:
See attached form dated May 6, 1999
IV. DESIGN INFORMATION: ,
Brief project description: Construction of a submersible pump station and
4'Y force main, connecting an 8" gravity sewer.line serving a new
hospital and medical office building to the Linville Resorts' WWTP.
2. Name of wastewater treatment facilityreceiving wastewater: Li nvi Ile Resorts, Inc.
a. Facility permit no.: NC 0039446
b: Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Downstream sewers have adequate capacity to accept
wastewater.
2 of 10

OR/c- -� L /C V, o (:)- 5

THE I,INVI LE FOUNDATION
i,3 pleated to announce the
eatabli,shment of the
PEGGY MV65 65CHOLA PeSM
This s,cholarship was made powible
by a gift, from:
The Hynes Iamily

5helco, Inc.
GENERAL CONTRACTORS
LAWRENCE (LARRY) R. BIRDSALL
General Superintendent
Jobsite:
Avery Health Care System
PO Box 397 One Morrocroft Centre
3410 Newland Hwy. 6805 Morrison Boulevard, Suite 100
Linville, NC 28646 Charlotte, NC 28211
Phone: [phone] Phone: [phone]
FAX: [phone] FAX: R4) 364-0120