WQ0016372_Regional Office Physical File Scan Up To 12/7/2020

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4 5'
March 4, 1999 .
North Carolina Department of,
Environment and Natural Resources
C/O. Mr. Roy Davis�`-
Interchange Building, 59 Woodfin'Place 8
Asheville, NC 28801 _ AsyFTFR0
' - • � _ l , ' _ - _ RFC/� �I �F�py
Dear Mr. Davis:
In accordance to"Permit Numbe"W- 01 �16� r��I� would like to provide the
4 tached SDO 'sheets' for your review pertaining to High vista Falls pump and'haul.
Again,,we thank you for all of your efforts.and please call with any questions"you .
may have at,828-69&8727.
,. Sincerely,
R: J. Duffy;'Jr. ,
50. La Vista ■ Arden, NC 28704 ■ 828-890-1234 ■ Fax: 828-8W-2345

J/1999 16:44 8288900015
Mar 03 99 03:08p Troy fllverSOM
HIGH VITA CONSTRUCT PAGE 01
,AAA SEPTIC TALC WRVKMS
11 C(MTM PLACE
HMDERSONV LF., NC ZM1
To
High Vista 'Fails
50 La vista 7`011e
Arden, NC 28704
ATTN: BOB
19
VhT B
Feb. 5, 1999--------•------------------2U00 Oall0n81.11
1.
Feb. 12, 1999 .- -------- --2300 fw
16 1999 - ----•2300
Feb. , --------mow. - ----.. ..- - '
Feb. I s , 1999---------------------�..-..---1 OQ
Feb. 19, 1999 --- �------------------ -2000
11099 _..�..-..2 3 00 .s ,.
Feb. 23► ..-------------------- 1900
1999
Feb. 25.---�---------_,.,...-,.-«.-------
Mar. 1, 1999--------------------------2300 ,l1,
These are -the dates pump station was pumped.

High Vista Falls
Pump and Haul Inpsection Job Summary
Permit #WQ0016372
•. - _MAJOIRGEM.1 PURTUMOIN M- MR
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Carolina Development resources
i
North Carolina Department Of 8 February 1999
Environment And Natural Resources
c/o Mr. Roy Davis
Interchange Building, 59 Woodfin Place
Asheville, NC 28801
Dear Mr. Davis:
In accordance to the High Vista Fallsjurnp an Haul Disposal" : stem Permm Number
I would like to request written and / or oral clarifications to a few conditions to this
permit. n
1. As of today, 8 February 1999, I do hereby request an inspection by your agency per condition �--C
number 10.
2. Does the authorization between the City of Brevard and AAA / Roy Averson satisfy condition
number 6? (This was submitted in the Pump and Haul Permit application via fax on 24
January 1999).
3. Please review attached forms we propose to use in order to maintain proper records of Pump
and Haul activity and inspections per condition numbers 13 and 15. Comment or alter these
forms as you see fit and forward to my office so we can satisfy this request.
4. Per condition number 22, should we mail Mr. Lapsley's certification to Raliegh or did the fax
sent 5 February 1999 to your attention, suffice this requirement?
5. Mr. Lapsley paid a $600.00 application fee at submission of the documents you requested in
January; Is there a periodic fee as well per condition number 23?
6. May we rough grade fixture site of WWTP?
Mr. Davis, our homeowners, and I thank you and Forest Westall for your patience,
forgiveness and effort in permitting this situation. Please forward your responses via fax at 828-
698-6232.
Respectfully Submitted,
1111 D d
4 � FM r 1999
R. J. Duffy, Jr.
cc: Kent Smith
William Lapsley
Troy Alverson
C
o V'\
212 S. Grove Street, Suite A - Hendersonville, North Carolina 28792
Office: 828.698.8727 • Fax: [phone]

High Vista Falls
Pump and Haul Inpsection Job Summary
Permit #WQ0016372
Inspectors Name & Initials Date Time Observations/Maintenance Req'd./Repairs Corrective Actions

High Vista FAlls
Pump and ,Haul Monthly Activity Report
Permit #WQ0016372
Date Wastewater_ Removed -I Facility-Receivina Watewater I Volume Removed I Status of Permanent Disposal Option

Carolina Development Resources
1
Cooper Conservation c/o Kevin Lunsford 5 February 1999
Post Office Box 806
Hendersonville, NC 28793
Dear Mr. Lunsford:
Please review, acknowledge and abide by the conditions set forth by Roy Davis for The
High Vista Falls Pump & Haul Permit #WQ0016372 dated 5 February 1999 (attached). For your
convenience I quote in part, "Disposal system to serve lots number 11, 42, 43, and 51..." You are
not authorized to hook up any other homes to the collection system without written approval by
Roy Davis, NCDENR / Asheville Regional Office and myself.
Thank you in advance for your cooperation and respect for this situation. Should you
have any questions, please do not hesitate to contact me.
Sincerel
R. J. Duffy, Jr.
VP Construction
cc: Roy Davis @ NCDENR
Kent Smith
William Lapsley
212 S. Grove Street, Suite A • Hendersonville, North Carolina 28792
Office: 828.698.8727 • Fax: [phone]

NORTH CAROLINA DEPARTMENT OF
} ENVIRONMENT AND NATURAL RESOURCES
„"E_4 iFZZ� DIVISION OF WATER QUALITY
�-
WATER QUALITY SECTION
-
t
--February 5, 1999
'iJAME56 HUNTJR 7
'
r'GOVCNO RR r�
Mr. Robert J. Duffy
�,•
K&M Development Resources, Inc.
WArnEMCDEVITP
#50 La Vista Drive
SECRETARY -..
Arden, North Carolina 28704
Subject: High Vista Falls
Pump & IIIauI Disposal System
Permit Numbe W,OI©�1�63Y7F2�
Henderson County
Dear Mr. Duffy:
In accordance with your application received January
20, 1999 and subsequently amended on January 25, 1999, we
are forwarding herewith Permit No.WQ0016372, dated February
5, 1999, to K&M Development Resources, Inc. for a Pump and
Haul Disposal System to serve Lots Number 11, 42, 43 and 51
only in High Vista Falls. No other homes except those
occupying the above described lots shall be served by this
system.
This permit shall be effective from the date of
issuance until August 5, 1999, and shall be subject to the
conditions and limitations as specified therein. Please pay
particular attention to the monitoring requirements in this
permit. Failure to establish an adequate system for
collecting and maintaining the required operational
information will result in future compliance problems.
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. The 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. 0. Box 27447, Raleigh,
N. C. 27611-7447. Unless such petition is 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-. 50% RECYCLED/10% POST -CONSUMER PAPER.

Robert J. Duffy
February 5, 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. Roy Davis at
828/251-6208.
Sincerely,
A: Preston Howard, Jr., P.E.
Enclosure
xc: Robert Smith, Henderson County Health Department
Kim Colson
Roy Davis
Sam Laughter
15'92 9 PUM

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
- DEPARTMENT OF ENVIRONMENT .AND -NATURAL RESOURCES`
RALEIGH
PUMP AND HAUL 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
K&M Development Corporation, Inc.
Henderson County
FOR THE
construction and operation of Pump and Haul Disposal System to serve
Lots Number 11 (owned by Tim and Michelle Orson, 10 Carroll Place
Court), 42 (owned by Joseph and Patricia Peters, 34 Chipshot Court), 43
(owned by Elizabeth Cliff, 38 Chipshot Court) and 51 (owned by Donald
and Barbaara Fuller, 46 Bunker Court) in High Vista Falls with no
discharge of wastes to the surface waters, pursuant to the application
received January 20, 1999 and later amended on January 25, 1999 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. The system
will consist of Manholes Number 12B, 13, 14, 15, 16 and 17, related 8
inch sanitary sewers, two holding tanks having 4,000 gallons capacity
each and an audible and visual high water alarm.
This permit shall be effective from the date of issuance until
August 5, 1999 and shall be subject to the following specified
conditions and limitations: _..
1. This permit shall become voidable unless the subject,pump and
haul activities are carried out in a manner which has been
approved -by this Division.
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. This permit is not transferable. In the event there is a
desire for a change in facility ownership, or there is a name
change of the Permittee, a formal permit request must be
submitted to the Division of Water Quality accompanied by an
application fee, documentation -from the parties involved, and
other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
5. No type of waste other than that from the houses on Lots
Number 11, 42, 43 and 51 shall be included in the pump and
haul activities.
6. The permit shall become voidable unless the agreement between
the City of Brevard and K&M Development Resources for the
collection, transportation, and ultimate disposal of the
sewage from Lots Number 11, 42, 43 and 51 in High Vista Falls
is in full force and effect.
7.. In.the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions,
the Permittee shall cease operation of all pump and haul
activities and take such immediate corrective action as may be
required by this Division.
8. This Pump and Haul Permit shall not be renewed.
9. The sewage and wastewater collected by this system shall be
treated in the City of Brevard's Wastewater Treatment Plant
prior to being discharged into the receiving stream.
10. The Asheville Regional Office, telephone number 828/251-6208,
shall be notified at least forty-eight (48) hours in advance
of operation of the pump and haul activities so that an in -
place inspection may be made. Such notification to the
regional supervisor shall be made during the normal office
hours from G:00 a.m. until 5:00 p.m. on Monday through Friday,
excluding State Holidays.
11. The Permittee is liable for any damages caused by a spill or
failure of the pump and haul operations.
12. Adequate inspection, maintenance, and cleaning shall be
provided by the Permittee to insure proper operation of the
subject facilities.
13. The Permittee or his designee shall inspect the High Vista
Falls collection facilities to prevent malfunctions and
deterioration, operator errors and discharges which may cause
;,or lead to the release of wastes to the environment, a threat
to human health, or a nuisance. The Permittee shall keep an
inspection log or summary including at least the date and time
-of inspection, observations made,, and any maintenance,
repairs, or corrective actions taken by the Permittee. This

Jog of inspections shall be maintained by the Permittee for as
long as the pump and haul activities.are being conducted and
shall be made available upon request to the Division of Water
Quality or other.permitting authority. .
14. Any duly authorized officer, employee, or representative oft
the Division of Water -.Quality may, upon presentation of
credentials, enter and inspect any property, premises or place
on or related to the High Vista Falls collection facilities at
any reasonable time for the purpose of determining compliance
with this permit; inspect or copy any records that must be
kept under the terms and conditions of this permit; and may
obtain samples.
15. An accurate record of the monthly pump and haul activities
must be maintained by the Permittee, indicating:
a) date wastewater is removed from the facility,
b) name of facility from which wastewater is removed,
c) name of facility receiving wastewater,
d) volume of wastewater removed, and
e) status of permanent disposal option.
These records shall be submitted to the Asheville Regional
Office on or before the fifteenth (15) day of the following
month.
16. Failure to abide by the conditions and limitations contained
in this permit may subject the Permittee to an enforcement
action by the Division of Water Quality in accordance with
North Carolina General Statute 143-215.6.
17. 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.
18. The Permittee shall provide for the installation and
maintenance of an audible and visual highwater alarm in the
holding tanks which are a part of this Pump and Haul Disposal
Syatem.
19. A leakage test shall be performed on the holding tanks to
insure that any exfiltration occurs at a rate which does not
exceed twenty (20) gallons per twenty-four (24) hour per
1,000 gallons of tank capacity. The engineer's certification
will serve as proof of compliance with this condition.
20. A copy of the approved plans and specifications shall be
maintained oft.file by the Permittee for the life of the
project.

21. Non -Compliance Notification:
The Permittee shall report by telephone to the Asheville
Regional Office, at 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 any of the following:
a. Any process unit failure, due to known or unknown reasons,
that render the facility incapable of adequate wastewater
treatment such as mechanical or electrical failure of pumps.
aerators, compressors, etc.
b. Any failure of a pumping station, sewer line, etc. 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.
22. Upon completion of construction and prior to operation of the
subject pump and haul activities, a certification must be
received from a professional engineer certifying that the
permitted facilities have been installed in accordance with
this permit, the approved plans and specifications. Mail the
certification to the Permits and Engineering Unit, Post
Office Box 29535, Raleigh, N. C. 27626-0535.
23. The annual administering and compliance fee must be paid
by the Permittee within thirty (30) days after being
billed by the Division. Failure to pay the fee
accordingly may cause the Division to initiate action to
revoke this permit as .specified by 15 NCAC 2H.0205
(c) (4) .
Permit issued this the 5th day of February, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
M
;Y. Preston "Howard, Jr., P.E. , Directo,r
Division of Water Qualitv
By Authority of the Envi_-onmental Management Commission

Permit Number WQ0016372
High Vista Falls Pump and Haul Disposal System
February 5 , 1999
Henderson County
Engineer's Certification
I. as a duly registered
Professional Engineer in the State of North Carolina, having been
authorized to observe (periodically/weekly/full time) the construction
of the project,
for
(Project) (Name of Location)
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 the approved plans and specifications.
Signature
Date
Registration No.

,ollo77
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` NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
February 5, 1999
Mr. Robert J.°Duffy
K&M Development Resources, Inc.
#50 La Vista Drive
Arden, North Carolina 28704
Subject: High Vista Falls
u u z°zaul R'a s+p
c csp
Permit NumberT.©6�72'
Henderson County
Dear Mr. Duffy:
In accordance with your application received January
20, 1999 and subsequently amended on January 25, 1999, we
are forwarding herewith Permit No.WQ0016372, dated February
5, 1999, to K&M Development Resources, Inc. for a Pump and
Haul Disposal System to serve Lots Number 11, 42, 43 and 51
only in High Vista Falls. No other homes except those
occupying the above described lots shall be served by this
system.
This permit shall be effective from the date of
issuance until August 5, 1999, and shall be subject to the
conditions and limitations as specified therein. Please pay
particular attention to the monitoring requirements in this
permit. Failure to establish an adequate system for
collecting and maintaining the required operational
information will result in future compliance problems.
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. The 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. Box 27447, Raleigh,
N. C. 27611-7447. Unless such petition is made, this
permit shall be final and binding.
INTERCHANGE BUILDING, 59 WOODFIN PLACE, ASHEVILLE, NC 28801-2414
PHONE[phone] FAX[phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/1 O% POST -CONSUMER PAPER

Carolina Develbpment Resources, LLC
212 S. Maij St SOW A
UeWdemaville, NIX. 28792
Phone (828) h98-8i727 Fax [phone]
To, 1heFax:
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02/05/1999 13:09 4
PAGE 07
fermi t. Number "MON ME
]liyll Vi�;La Fall: Pump and Haul Disposal System
1'at_1L'uary `S , 1999
11crldcz-L;(.)n C:or.lriL.y
Engineer's Certification
as a duly registered
Pr';11 r r;r> i c,ri ,l Fngi neer in the State of North Carolina, having been
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o the pro jcjcct, 1C dkA 1 1 m
t6 "16 for
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( P r: u j c_ c_ t ) (Name of Location)
thr-. !.Iermittee hereby state that, to the best of my abilities, due
dare and diiigerice was used in the observation of the construction
sur-:Y; th.ar. the construction was observed to be built within substantial
c."(,)rnF)! ir-,rwe-t and 3;;itent of the approved plans and specifications.
S i g 11,.1 L LU- Q
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Registration No.

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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
ASHEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
January 29, 1999
Mr. Robert J. Duffy, Partner
K&M Development Resources, LLC
#50 La Vista Drive
Arden, North Carolina 28704
Subject: ProposedSystem
High Vista Fa is
Application Number VJfi016372
Henderson County
Dear Mr. Duffy:
This is to acknowledge receipt of your Application for
a Pump and Haul Disposal System Permit on January 20, 1999
and material supplemental to that application on January 25,
1999. Your Application for a Pump and Haul Disposal System
Permit has been assigned Application No. WQ0016372.
You may reach me at 828-251-6208 should you wish to
make inquiry regarding the status of your Permit
Application.
Sincerely,
Roy �M.Dvis
- Environmental Engineer
xc: Coleen Sullins
Dave Goodrich
Kim Colson
Joni Cardin
Bill Lapsley
15929L4.99
INTERCHANGE BUILDING, 59 WOODFIN PLACE, ASHEVILLE, NC 28801-2414
PHONE [phone] FAX [phone]SZ
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLE13/1 Oq POST -CONSUMER PAPER

8286977333 WILLIAM LAP5LEY
LIAM
683 Pot .TAN 26 199 09:40
G. LAPSLEY & ASSOCIATES,
163E ASHEVILLE HIGHWAY
PO BOX 546
HENDERSONVILLE, NC 29793
928,697,7334
FAN 828-697-7333
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YOU ,ARE NOT THE INTANDAD RECIPIENT OR THE PERSON RESPONSIBLE FOR DELIVERY TO THE iNT)t-LADED
RECIPIENT, YOU ARE ADVISED TKAT ANY DISSEMINATION: DISTR'BUTf6t4 61 COPYING OF TFI19 MESSAGE IS
PROHISITEp. IF YOU HAVE RECEIVED THIS MESSAGE IN ERROH.YOII ARE REQUFSTED TO PLEASE NOTIFY THE
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8286977333 WILLIAM LAPSLEY
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William G. Upsley and Al ociates, PA
Hendersonville, North Carolina 28793
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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)
PUMP AND HAUL DISPOSAL SYSTEM
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other):
LLC
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):
J , Lowy _7ARTtNEF_
3. Mailing Address: -4�� W Vr:�_P ",DRWE
City: State: Zip: 2S704-
Telephone No.: &L Lb) l o — no 11
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project
iname
ton plans/specs., letters of flow acceptance, Operational Agreements, etc.):
5. Application Date:(Z ` 20 R'�_n 6. Fee Submitted:
7. Countywhere project is located:G���
8. Latitude: Longitude: S2 32 of facility being pumped
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM):
2. If this application is being submitted as a result of a modification to an existing
permit, list the existing permit number
3. Specify whether the applicant is
and issue date
public or private.
FORM: PHDS 4/91 Page 1 of 6

III. INFORMATION ON WASTEWATER:
PUMP AND HAUL DISPOSAL
PAGE 2 (4/91)
1. Nature of Wastewater: 100 % Domestic;
% Industrial;
% 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.:
i
6DOF O-LO
3. If wastewater is not domestic in nature, what level of pretreatment has been provided
to ensure protection of the receiving wastewater treatment facility?
4. Volume of wastewater to be pumped & hauled: �3,q gallons per day
5. Explanation of how wastewater volume was determined:
e POKES- �. 240 byL,
IV. TREATMENT FACILITY INFORMATION:
1. Name of wastewater treatment facility receiving wastewater.
0TN oV YSF—C RVb
2. Treatment facility permit no.: _
3. Treatment facility contact person and telephone no:
m - 883 8zvo S
4. County where treatment facility is located: ��R % ` I-�� ��� R c bu l`Mi
5. Distance to treatment facility: miles
V. OTHER INFORMATION:
1. Brief project description: COPS'P—„- lo0 Gr— 480 PF Or— �cI �f��E-P-- 1 0
2. Explanation of why a pump & haul permit is being requested (be specific & explain if an
3.
4.
5.
environmental emergency exists ):
Fon-hiM- .W Y �0
001bRYs
Specify how long pump & haul permit needed (shall not exceed 6 months): months
What will be the permanent method of waste
activities have ceased?
Date that permanent disposal method will be available:
& haul

PAGE 3 of 6 (4/91)
6. Have permits/approvals for permanent disposal method been obtained?
Yes; Permit No. Permitting Agency
No; Pending Permit.No ° Ci%(-7j-g2�Permitting Agency U�
r
7. Describe how the wastewater will be transported (truck, rail car, etc.) and provide the
typical hauling volume of the vehicle providing the hauling:
8. Name of owner of transporting vehicle:
9. Mailing Address of Hauler: �%t
City: State• Zip: 2�6-7 �1
Telephone No:: �BT6 —(cR2-- -4o [3
10. What type of tank or other container will the wastewater be pumped from and what is the
volume of this container? 9,1b G RA T, "( Sewer � -t NE-4 �1C�
11woza-fa( C: mgl�wu1
11. Was the tank or container already in place or will it be installed for these activities?
t t�KTMLI✓ A S C�TA Psi br- U"Mmmtf _ 6_V0 VT SF-00
�(ST5M
12. What type of high water alarm does the container have?
. V audible and visual auto dialer
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. 'One original and two copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans/specifications must include a general location map, a plan
view of the storage facility and its relationship to property lines, and details showing the high
water alarms (provide either audible and visual or an auto dialer). Each sheet of the plans and
the first page of the specifications must be signed and sealed.
a�
(a2� c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. A letter must be provided from the owner/authority of the wastewater treatment facility
stating that the wastewater will be accepted and specifying the volume 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. A copy of the contract or agreement between the wastewater hauler and the applicant and a
map indicating the haul route.
The application package should be sent to the appropriate regional office, according to the
attached listing on page 4, which provides the regional responsibility by county. If there are
any questions contact the appropriate regional office. . . ,

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919f733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
Granville Vance
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dace Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne
Hyde
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714 '
Fayetteville, NC 28301
919/486-1541
Anson Moore
Bladen Robeson
Cumberland Richmond
Hamett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Mooresville Regional WQ Super.
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander
Mecklenburg
Cabarrus
Rowan
Catawba
Stanly
Gaston
Union
Iredell
Cleveland
Lincoln
4of6
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin

a • - a.-r.vav ►L
PAGE 5 (4/91) _
Name and Complete Y%(_'caress of Engineering Firm: -WiLL(•A M �-A��aLei
�i�Q , `�Ox �-(p.
City: �i.�ti�C� �6 �� �� State•• P Zip:
G
Telephone No. � j 7•--73 ��—
Professional Engineer's Certification:
attest that this application for
1- tl H, MMA MA-,s, S EW � ��� 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 WIWAM C= ., i-
Seal and Signature (specify date):
MA
��.,OFtssfp
' ••ate SEAL
6469
�••F�'GINE�F.' ��,.
AppIicant's Certification:
I,�����'` , attest that this amp lication for _
50Wr2 1�;*fh etv1
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.
� c
Signature Date
5of6

PUMP AND HAUL DISPOSAL
PAGE 6 (4/91) .
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
► 111 111 ' El
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250'
Domestic/Cooling Water
$400
$250
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Family Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees- for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
6of6

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AAA SEPTIC TANK CLEANING SE
11 Gureton Place
Hendersonville, NC 2879
Troy ALverson-owner
Telephone: [phone]
January 20, 1999
TO: HIGH VISTA PALLS, BOB DUFPIE
Please find attached our permits to dump septage a
Drevard City Treatment Plant also attached is our
tank pumper permit from Transylvania County.
If we can be of any futher service, please call us
Troy ALversan-Owl er
AAA Septic TanX leaning Serv.
Attachment
TA:sh
the
eQti,c
9
EM
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�t,(A
AAA SEPTIC TANK CLEANING SERVICE
11 Cureton-Place
Hendersonville, NC 28791.
Troy ALverson-Owner
Telephone: [phone]
January 20, 1999
J
TO: HIGH VISTA ALLS, BOB DUFFI8
Please find atta hed our permits to dump septage at the
Brevard City Tre I atment Plant also attached is our septic
tank pumper permit from Txdnsylvania County.
If.we can be of Iany futher servIce, please call us.
Troy ALvcrson-OV er
AAA Septic Tana( leaning Serv.
Attachment
TA:sh
I
I
U.

Terry L. Plerce, M.P.H.
MeeRh QUector
Trarn,svlvanin
County Health Delaart.ment
RESIDENTIAL SEPTIC TANK PUMPER PERMIT
TRANSYLVANIA COUNTY
John R. folger. Jr., M.D.
Cfniciai
AAA 5@ tic t AnK leaningService _ is hereby authorized to pump the
contents of reside iai tanks (septage), privies and portable toilets in Transylvania County
until June 30, . This permit is in accordance wlih the Transylvania County Board
of Health ordinancb entitled, "Ordinance Requiring Septic Tank Pumpers Operating In
Transylvania Courtly To Obtain A Permit From The Local Health 'Department' and shall
be subject to all applicable rules and regulations of Transylvania County and the North
Carolina Department of Environment, Health & Natural Resources. Failure to comply
with all applicable (rules and regulations may result in the revocation of this permit.
The pumper has C emonstrated to the Transylvania County Health Department that an
approved method of septage disposal, in accordance with G.S. 130A-291.1 and the
North Carolina $e tape Management Rules, 10 NCAC 10G Section .0900- is available
for use. The bearer of this permit states that the firm is sufficiently covered with liability
insurance. I'
The General Statues of North Carolina require firms that� elate septage pumper trunks((septage management
flrrne) to obtain a Perml to operate from the Department of Environment, Heath and NaWrAl Hasouross. This
permit Is Issued throug i the Septage Management Branch, Division of Solid Waste Management. Enter the
identification nifmber ( CS#) found on Permit To Operate a Septage Management Firm as Indicated below.
Signatu of! Owner/Operator of Firm Date
I
AAA Septic '-ank leaning Service, 00340
Narne of Fimi NCS #
Rt. 11 Box_;_62 _
Address of F+rfzt
Henderson+Mlle 1V;C. 2E17J:.
7041 684_6131-__1 ----
Telephone Nurhber
L. I* orZ.'ong; Yvirorrrfi�ntaf H©a{th Supervisor
Community Services SLAWing Bievard, North Caroline 2B)Pf2 Phone [phone] • FAX (704) $84-3140
.�-sn uMJomz3ut T TON Rwwol d0F =F0 66 22 uQt-

North Gxrollna Department of Environment and Natural Resouress
ivision of Waste luanagument - Solid Waste Section
401 Oberlin Rd.. Ste. 150, Ralelgh, N_C_ 27605
Authoritatin to Discharge Septage to a Wastewater Treatment Facility
Fee assessments ard waste determinations will be required at the discretion of the wastewater
treatment facility. T facility has the ultimate prerogative to deny discharges of any wastes to
the incoming waste ter stream.
el
(Phone Number)
of
to dispose of; doi
grease septage i
at the above named
between the hours
This auth m
Signed l 'i
Sworn to and
! (PlanjRperator anCrNpme of Plant)
Address
— do hereby authorize
(t]wnerl0 r/ pf Septage Management Firm)
(Septage Management Flrm Name)
c septage portable toilet waste C/
se trap pumpings) , commerciallindustrial septage ; from
(County or other Geographic Area)
treatment facility. Septage shall be discharged at
(Location)
II v til�� Ir/�,� L'.-C
-
' Date
before me this day of i a 9 S-1 .
Commission expires: �� 3.0 :a o u . '
(OFFICIAL. SFAL) "
Note. Falsification of ti4 document by the 5eptoge management firm shah lead to permit revocation,
(rnv4h: c-I a/saptagm/forrnaAmnVauN.doe
�rn_a7o tJaaoms%utT.ToH ruwo.I �Q.E=E0 66 ZZ...uer

TECHNICAL SPECIFICATIONS
for
PUMP & HAUL
WASTEWATER TREATMENT SYSTEM
to serve
HIGH VISTA FALLS
at
HIGH VISTA ESTATES
Henderson County, North Carolina
Prepared By:
WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
CONSULTING ENGINEERS
1635 Asheville Highway
Hendersonville, North Carolina
JANUARY,1999

SECTION 06210
DIVISION 6 SEPTIC TANK & NITRIFICATION
WASTEWATER TREATMENT SYSTEM FIELD
A. DESCRIPTION OF WORK
The work to be accomplished under this section shall
include all, of the labor, equipment, materials, etc.
necessary to install a conventional septic tank -ground
absorption sewage treatment and disposal system.
B. SYSTEM DESCRIPTION
The sewage treatment system shall consist of the septic
tank unit, distribution boxes',.dosing''chamber, and
nitrification field.
C., SEPTIC TANK UNIT
The septic tank unit installed under this'contract shall
be constructed of precast concrete and shall be
watertight, structurally sound and not subject to
excessive corrosion or decay. It shall be of the two
compartment design in conformance with the minimum
standards for prefabricated septic tanks set forth in
North Carolina Administrative Code Title 10, Chapter 10,
Subchapter BOA, Section 1954.
D. NITAIFICATIO&FIELD
The effluent f M. the septic tank s 11 be discharged
through a 4-inch diameter schedule O'PVC pipe laid on a
grade of not less than one -eighth nch per foot. The
joints of this'dis arge pipe sh 1 be of a watertight
design. '
The nitrification f\cont
onsist,of a series of
trenches as shown oact drawings. Each trench
shall be constructeas possible but in no case
shall the distributthe trench be laid on a
grade greater than inch in'10 feet. The
trench shall be conshown on the contract
drawings.
The soil cover over the nitrifi tion field shall have a
minimum depth of 6 inc es. The fished grade over the
nitrification field s all be lands ped to'prevent the
ponding of surface w ter with surfac water runoff
diverted away from e field. �,

E. SUBMITTALS APPROVALS
The Contractor shall submi the Engineer for review
and approval detailed drawi s of the.septic tank unit
with appropriate certifica e of approval from the State
of North Carolina.
F. INSPECTIONS
The Contractor shall be responsible for field location
stake out of the septic tank unit and,nitrification
trenches as shown on the contract drawings. Field
inspection shall be made by the Engineer and the local
County Health Department before excavation begins, after
excavation and installation of system'piping but before
backfilling, and after cleanup and landscaping.
G. COMPENSATION

DIVISION 7 SECTION 07250
WASTEWATER COLLECTION SANITARY SEWER (GRAVITY)
SYSTEM MATER=IALS
A. SCOPE
B.
C.
These specifications, shall apply to the materials to be
furnished to complete the installation of the sanitary
sewer force main lines shown on the contract drawings.
All pipe and appurtenant materials shall be of the class
and type as indicated on the drawings and as designated
herein.
GENERAL REQUIREMENTS
All materials shall be first quality with smooth
interior and exterior surfaces, free from cracks,
blisters, honeycombs and other imperfections, and true
to theoretical shapes and forms throughout. All
materials shall be subject to the inspection of the
Engineer at the plant, trench, or other point of
delivery, for the purpose of culling and rejecting
materials, which do not conform to the requirements of
these specifications. Such materials shall be marked by
the Engineer and the•Contractor shall remove it from the
project site upon notice being received of its
rejection.
As particular specifications are cited, the designation
shall be construed to refer to the latest revision under
the same specification number, or to superseding
specifications under a new number except provisions in
revised specifications which are clearly inapplicable..
DUCTILE IRON PIPE (DIP) (Standard)
Ductile iron pipe shall be as manufactured in accordance
with ASTM A-746, ANSI Specification A2'1.50 and A21.51
and shall be Class 50 unless otherwise specified on the
drawings.
The pipe interior shall be
coated, standard thickness,
Specification A21.4..
cement mortar lined and seal
in accordance with ANSI
The exterior of all pipe shall be coated with either a
coal or asphaltic base bituminous pipe, coating in
accordance with ANSIiSpecifications A21.8.
Pipe shall be furnished with Slip Joints, Mechanical
Joints, or Flanged Joints as indicated on the drawings
and in accordance with the specifications described
below:

(a) Slip Joints - This pipe joint shall be done by
guiding the plain end of the pipe into the bell end
until contact is made with a gasket and by exerting
a sufficient compressive force to drive the plain
end through the gasket until the plain end makes
full contact with the base of the bell.
Bells of slip -joint pipe shall be contoured to
receive a circular rubber gasket and plain ends
shall have a slight taper to facilitate
installation.
The circular gasket shall be furnished by the pipe
manufacturer and shall be manufactured in
accordance with ANSI Specification A21.11.
The pipe manufacturer shall also furnish the
lubricant used to assist in the .pipe installation.
(b) Mechanical Joints - This pipe -joint is essentially
the same as the slip joint except it is furnished
with a cast iron clamp which acts as a retainer to
hold the circular rubber gasket in place. All
mechan-cal type joints shall be furnished by the
pipe manufacturer and manufactured in accordance
with ANSI Specification A21.11.
All bolts shall be tightened by means of torque
wrenches in such'a manner that the follower shall
be brought up toward the pipe evenly. If effective
sealing is not obtained by tightening the bolts to
the specified torques, the joint shall be
disassembled and reassembled after thorough
cleaning.
(c) Flanged Joints - The flanged pipe joint is composed
of a flat steel plate shop fitted on the threaded
end of the ductile iron pipe. The flanges shall be
accurately faced at right angles to the pipe axis
and shall be drilled smooth and true.
Flanged joints shall be furnished with 125 lb.
flanges drilled in accordance with ANSI
Specification B16.1.
In general, flanged joints shall be made up with
through bolts of the required size. Stud or tap
bolts shall be used only where shown or required.
Gaskets for flanged joints shall'be the ring type
of cloth inserted rubber or rubber with a minimum
thickness of 1/8 inch.

Connecting flanges .shall be in,proper alignment and
no external force shall be used to bring them
together. Bolts and gaskets shall be furnished by
the installer of piping for joints connecting the
piping with equipment, as well as for those between
pipe and fittings, whether such,equipment and
piping is furnished by the installer or not.a
D. DUCTILE IRON PIPE (Alumna Lined)
Ductile iron pipe shall be manufactured the same as
standard specifications (ASTM A--746,.ANSI A21.50
21.51) with the following coatings.
a. Outside Coating shall be a minimum of 1 mil red
alkyd paint. The last 6 in. of spigot, including
the spigot face, shall be coated with 8 mils'of
epoxy to prevent corrosion in the joint. All pipe
to be stamped "NOT FOR POTABLE WATER."
' 1
b. Inside Lining shall be a high alumina cement mortar
meeting all requirements of ANSI 21.4 and Griffin
Pipe Products Company or equal. The minimum lining
thickness shall be 0.281 in. with tapering
permitted at the ends. Alumina cement shall be
cement fondu as manufactured by LaFarge.Aluminous
Cement Co., Ltd., or approved equal.
i
C. Inside Coating shall be a standard seal coat over
the high -alumna cement lining. The entire inside
of the socket, including the gasket cavity shall be
coated with a minimum of 8 mils of epoxy to prevent
corrosion in the joint.
d. Whenever a thickness class of 47'through 49 is
stated on the contract drawings,�the pipe shall be
subject to the manufacturer's standards and the
Engineers written approval.
E. DUCTILE IRON PIPE (EPDXY LINED)
Ductile iron pipe shall be manufactured the same as
standard specifications (ASTM A-746, ANSI A21.50 and
21.51) with the following coatings:
a. Outside Coating shall be a minimum of 1 mil red
alkyd paint. The last 6 in. of spigot, including
the spigot face, shall be coated with 8 mils of
epoxy to,prevent corrosion in theljoint. All pipe
to be stamped "NOT FOR POTABLE WATER."

F.
G.
R.
b. Inside lining shall be a Koppers Coal Tar Epoxy 300
M applied in three (3) passes 8 mil dry thickness
to a total thickness of 24 mils-. The lining shall
cover the entire inside surface -area of the pipe
socket with a minimum 8 mil dry thickness.
C. Whenever a thickness class of 47 through 49 is
stated on the contract drawings, the pipe shall be
subject to the manufacturer's standards and the
Engineer's written approval.
POLYVINYL CHLORIDE PIPE (PVC)
Polyvinyl Chloride pipe shall be as manufactured in
accordance with ASTM D-3034, latest edition, and shall
be suitable for use as a gravity sanitary sewer pipe.
The standard dimension ratio (SDR) shall be 35 unless
otherwise specified on the contract.
All polyvinyl chloride pipe joints shall be of an
integral bell and spigot of the same material as the
pipe. It shall have a solid cross section, with rubber
"0" ring securely locked in place at the point of
manufacture.
VITRIFIED CLAY PIPE (VCP)
Vitrified clay pipe shall be of the extra strength type
as manufactured in accordance with ASTM C-700, latest
edition.
All vitrified clay pipe joints shall be of the integral
bell and spigot type with "0" right gaskets provided by
the pipe manufacturer.
REINFORCED CONCRETE SEWER PIPE (RCP)
Reinforced concrete sewer pipe shall be furnished in
accordance with ASTM C-76., latest edition, and shall be
suitable for use as a gravity sanitary sewer pipe.
The pipe shall be Class III, wall thickness B, with
spigot groove joint. The rubber "0" ring gasket shall
form a flexible watertight seal at the assembled pipe
joint and be manufactaured in accordance with ASTM
C-443.
The pipe manufacturer shall furnish to the Engineer
certification from an independent laboratory that the
alkalinity of the pipe is at least 90% calcium carbonate
equivalent. Certification shall also,be furnished by
the pipe manufacturer stating the type of aggregate used
in the pipe.

I. FLEXIBLE COUPLINGS
Whenever it becomes necessary to join sewer pipe lines
of dissimilar materials or pipe sizes, it shall be
required to use a flexible coupling. The coupling shall
be made of virgin polyvinyl chloride (PVC) , shall not
harden, and shall be impervious to all known soil
conditions. The coupling shall provide a permanent
leakproof seal approved by the Southern Building Code
Congress and manufactured in accordance with ASTM
#C-594-70. The couplings shall be as manufactured by
Fernco Joint Sealer Co. or an approved equal.
J. COMPENSATION
Quantities of materials furnished in accordance with
this section shall be considered as included in the
payment for each type of pipe being installed under the
contract as described under Section 07260 of these
contract specifications and as shown on the drawings.

DIVISION 7
,SECTION 07260
WASTEWATER COLLECTION SANITARY SEWER (GRAVITY)
SYSTEM INSTALLATION
A. DESCRIPTION OF WORK
B.
C.
The work covered under this section shall consist of
furnishing all labor, equipment and ;services for the
installation of gravity sanitary sewer lines as shown on
the drawings and specified herein and in agreement with
the General Conditions of these contract documents.
HANDLING AND STORING MATERIALS
The Contractor shall unload pipe so as to avoid
deformation or other injury thereto.;i Pipe shall not be
placed within pipe of a large size and shall not be
rolled or dragged over gravel or rock during handling.
The Contractor shall store the pipe on sills above storm
drainage level and deliver for laying after the trench
is excavated. When any joint or section of pipe is
damaged during transporting, unloading, handling, or
storing, the undamaged portions of'the joint or section
may be used where partial lengths are needed, or, if
damaged sufficiently, the Engineer will reject the joint
or section as being unfit for installation.
If any defective pipe is discovered after installation,
it shall be removed and replaced with sound pipe or
shall be repaired by the Contractor in an approved
manner and at his own expense.
PIPE ALIGNMENT AND GRADE
The layout of underground sanitary sewer lines and
invert elevations at governing points''are as shown on
the drawings.
The Contractor shall do all
grades from that information
furnished by the Engineer.
layout work for lines and
shown on'the drawings or as
When a laser beam instrument is used to set line and
grade, the unit must be maintained in.good working
order, and the calibration checked daily for both
alignment and percent grade. In the event the required
accuracy of alignment and grade is not adhered to, the
Engineer will prohibit the use of laser beams.

The Engineer shall field verify as -built invert
elevations of all manholes as the work progresses
(approximately each 1,000 L.F. of line construction).
The -as -constructed elevations shall be within a
tolerance of 0.020 ft.+ of the design elevations or
the Contractor may be required to remove and relay the
non -conforming work at his expense. 'Field survey work
by the Engineer shall not relieve the Contractor of his
responsibility for field layout.
D. PREPARATION OF PIPE FOUNDATION
The pipe foundation shall be prepared to be uniformly
firm and shall be true to the lines and grades as shown
on the plans. The preparation of the pipe bedding shall
be in accordance with the typical trench cross sections
as shown on the drawings. Under no circumstances shall
pipe be laid in water, on rock, or when trench
conditions or weather is unsuitable for such work.
Whenever the nature of the ground will permit, the
excavations at the bottom of the trench shall have the
shape and dimensions of the outside lower third of the
circumference of the pipe, care being taken to secure a
firm bearing support uniformly throughout the length of
the pipe. A space shall be excavated under and around
each bell to sufficient depth to relieve it of any load
and to allow ample space for filling and finishing the
joint. The pipe, when thus bedded firmly, shall be on
the exact grade. In case'the bed shaped in the bottom
of the trench is too low', the pipe shall be completely
removed from position, and earth of suitable quality
shall be placed and thoroughly tampedilto prepare a new
foundation.for the pipe.. In no case shall the pipe be
brought to grade by blocking up under the barrel or bell
of same, but a new and uniform support must be provided
for the full length of the pipe. Where rock or boulders
are -encountered in the bottom of the trench, the same
shall be removed to such depth that no part of the pipe,
when laid to grade, will be closer to the rock or
boulders than six (6) inches. A suitably tamped and
shaped foundation of approved material shall be placed
to bring the bottom of the trench to proper subgrade
over rock or boulders.
Where the foundation material is found to be of poor
supporting value, the Engineer may make minor adjustment
in the location of the pipe to provide"a more suitable
foundation. Where this is not practical, the foundation
shall be conditioned by removingthe existing foundation
material by undercutting to the depth as directed by the
Engineer, within the limits established on the plans,
and backfilling with either an approved material secured
from unclassified excavation or borrow'�excaveation at

the nearest accessible location along the project, or
foundation conditioning material consisting of crushed
stone or gravel or a combination of sand . and crushed
stone or gravel approved by the Engineer as being
suitable for the purpose intended. The selection of the
type of backfill material to be used',for foundation
conditioning will be made by the Engineer.
The Contractor shall remove all water which may be
encountered or which may accumulate in the trenches by
pumping or bailing and no pipes shall be laid until the
water has been removed from the trench. Water so
removed from the trench must be disposed of in such a
manner as not to cause injury to work completed or in
progress.
E. PIPE LAYING
Pipe shall be laid with bell ends facing in the.
direction of pipe laying, unless direicted otherwise by
the Engineer. In all cases, pipe is`,!to be installed in
strict accordance with the manufactur'er's
recommendations and the contract material specifications.
The Engineer may augment any manufact',urer's installation
recommendations if, in his opinion, it will best serve
the interest of the Owner.
Proper tools, implements, and facilities satisfactory to
the Engineer shall be provided and used for the safe and
convenient prosecution of pipe laying. All pipe and
other materials used in the laying ofj;pipe.will be
lowered into the trench piece by piece by means of
suitable equipment in such a manner to prevent damage to
the pipe, materials, to the protective coating on the
pipe materials, and to provide a safe,working condition
to all personnel in the trench. Each'�piece of pipe
being lowered into the trench shall be clean, sound and
free from defects. It shall be laid on the prepared
foundation, as specified elsewhere to,;produce a straight
line on a uniform grade, each pipe being laid so as to
form a smooth and straight inside flow line. Pipe shall
be removed at any time if broken, injured or displaced
in the process of laying same, or of backfilling the
trench.
When cutting short lengths of pipe, a pipe cutter as
approved by the Engineer will be used;and care will be
taken to make the cut at right angles to the centerline
of the pipe or on the exact skew as shown on the plans.
In the case of push -on pipe, the cut ends shall be -
tapered with a portable grinder, or coarse file to match
the manufactured taper.

F.
During times when pipe laying is not in progress, the
open ends of pipe shall be closed and no trench water or
other material shall be permitted to enter the pipe.
Where the pipe is laid on a grade of 10 percent or
greater, the laying shall start at the bottom of the
slope and proceed upward with the bell end of the new
pipe upgrade. All pipe laid on a grade of 10 percent or
greater shall require thrust blocking and keying as
shown on the drawings and standard details.
Where pipe lines of different materials are joined
together, a standard sewer repair coupling shall be used.
The couplings shall be Eastern Standard Sewer Repair
Couplings (Mission Rubber Company), the Fernco Joint
Company, or an equal product approved by the Engineer.
BACRFILLING
All backfill shall be compacted so as not to damage the
pipe and appurtenances and shall be compacted to 95
percent of the Standard Proctor Test::for the various
types of backfill materials.
Methods of backfilling shall be in strict accordance
with the pipe manufacturer's recommendations. All
backfill materials shall have been approved by the
Engineer. Select backfill material shall.be used when
requested by the Engineer. Select backfill material
shall be used when requested by the Engineer. Select
material shall be defined as a finely'jgraded material
free from stones over 1/2-inch in diameter, plastic
clays, organic material, frozen lumps,"and various debris
and shall be approved by the Engineer prior to its
installation.
Care shall be taken during backfill and compaction
operations to maintain alignment and prevent damage to
the joints. The backfill shall be kept free from
stones, frozen lumps, chunks of highly plastic clay, or
other objectional material. All pipe'backfill areas
shall be graded and maintained in suca condition that
erosion or saturatiun will not damage;` -the pipe bed or
backfill.
Heavy equipment shall not be operated over any pipe J
until it has been properly backfilled'and has a minimum
cover as required by the plans. Where any part of the
required cover is above the proposed finish grade, the
Contractor shall place, maintain, and' „finally remove
.such material at no cost to the Owner. Pipe which
becomes mis-aligned, shows excessive settlement, or has
been otherwise damaged by the Contractor's operations
shall be removed and replaced by the,C'ontractor at no
cost to the Owner.

The Contractor shall maintain all pipes installed in a
condition that they will function continuously from 'the
time the pipe is installed until the!�project is
accepted.
G. COMPENSATION
Quantities of pipe installed in accordance with the
requirements of this section shall be verified in the
field by the Engineer. Payment shali be made for total
number of lineal feet of pipe installed at the unit
prices bid in each depth category. Price and payment
shall constitute full compensation for furnishing all
equipment, tools, labor, and materials to complete the
work as specified.

DIVISION 7 SECTION 07270
WASTEWATER COLLECTION SANITARY SEWER (GRAVITY)
SYSTEM INSPECTION AND TESTING
A. DESCRIPTION, OF WORK
The work covered under this section shall consist of
furnishing all labor, equipment, and services for the
proper inspection and testing of the,gravity sanitary
sewer pipe lines installed in accordance with
Section 07260.
B. LINE CLEANING
Prior to inspection of any section(s) of gravity
sanitary sewer pipe, the Contractor shall completely
clean the lines of all debris, silt,.etc. The pipe line
shall be ready for use by the 'Owner and shall be proved
to be in first class condition and constructed properly
in accordance with the drawings and specifications.
The Contractor shall maintain the project, insofar as
his construction work is concerned, in first class
condition for such time as it is necessary to satisfy
the Engineer that all installations are correct and
acceptable.
C. INSPECTION AND INFILTRATION
Alignment and grade between manholes A hall be tested by
the Engineer by flashing a .light between manholes. A
practically full circle of light shall be seen when
reviewed from the adjoining end of the line. All
defects disclosed as a result of this, test shall be
corrected by the Contractor at his expense.
PVC pipe shall pass a go -no-go Mandrel sized to 95
percent of the pipe diameter with the pipe in place and
properly backfilled. All pipe which will not pass the
Mandrel shall be relaid or replaced by the Contractor at
no additional cost. The allowable deflection (less than
5 percent) shall be calculated using the pipe stiffness
formula in ASTM D2321.
When`the sewers are completed, they shall be inspected
by the Engineer for conformance with the provisions of
the plans and specifications, particularly line and
grade, and tested to determine the amount of ground
water infiltration into the sewer. All visible and
audible leaks will be stopped and the remaining
infiltration will be measured using a V-notch weir
and/or other devices, which shall be furnished by the
Contractor. The Contractor shall also furnish all
required assistance for measuring the,infiltration.

l
If infiltration into the whole system, or any segment
thereof exceeds 100 gallons per 24 hours per inch of
pipe diameter per mile of sewer, necessary corrective
measures shall be taken by the Contractor to limit the
infiltration to the maximum specified above. The
Engineer shall decide the number and length of segments
of sewer line on which the testing shall be performed.
D. AIR TESTING
E.
F.
All gravity sanitary sewer lines may be subjected to a
low pressure air test to determine the presence of
damaged pipe or faulty installation. If directed by the
Engineer to conduct an air test, the Contractor will
furnish all facilities and personnel,'for conducting the
test(s).
The acceptance air test shall be made after backfilling
has beer) completed and compacted and 'in the presence of
the Engineer. The test shall be.performed as described
under ASTMC-828, latest edition, Standard Practice for
Low Pressure Air Testing of V.C. Pipelines.
Failure of any section of the pipeline to meet the
requirements of this test shall cause,the Contractor to
determine, at his own expense, the sources) of leakage,
and repair or replace all defective materials or.
workmanship. The repaired section(s) of line shall be
re -tested to insure conformance with the requirements of
these contract specifications.
FINAL ACCEPTANCE
The Engineer will notify the Contractor, in writing, as
to the satisfactory completion 'of the work in any or all
sections of gravity sanitary sewer pipe included in the
project.
Upon such notification, the Contractor shall immediately
remove all construction equipment, excess materials,
tools, debris, etc., from the site(s) and leave the same
in a neat, orderly condition acceptable to the Engineer.
Final landscaping requirements and restoration of
surfaces shall then be completed by the Contractor in
accordance with their respective specifications and as
shown on the drawings.
COMPENSATION
There will be no specific quantities measured for the
Gravity Sanitary Sewer Pipe Inspection and Testing. The
cost of providing a.11 equipment, labor, materials, etc.,
required to perform the work described under this
section shall be' considered incidental to that work
covered under otner sections of these specifications.

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to
'STATE OF NORTH CAROLINA
DEPARTMMT OF ENVIROMIENT AND NATURAL RESOURCES
Division of water Quality
Nan -Discharge P& it Application
Pump and Haul Disposal System
Applic grit (Corporation, name of board, individual, or others) :
Print Name: �06E 1 � i HUFFY Title: �F1 N�(z
Mailing !Address: lr' I -A
Statezip Code M104- ..._
'cP 1. ephone No. (, MD
1 . Project (.Subdivision, facility, or establishment
namwe) : V(Aij 1Pl5�tR�FRILS
Appl i c'ati can Date: County:
Nature of wastewater:
Dpmc� s t i c
Commercial or Industrial
Other waste:
If wastewat:e.r iti riot domestic in nature, what level of pretreatment has
been provided to ensure protection of the receiving wastewater
treatment facility:
1 !A
Name of W;)St--0w0t0r Treatment Facility receiving wastewater:
-------- --- ei of "ZMRRD WW P
Facility Fermi t. No.
Distance to Wastewater Treatment Facility: t tl'.D _ (miles)
Wa--,tc_watcr Treatment Facility Operator or Contact: -10NALD Z%Tes
Telephone No.:

57 4
Haul Disposal
Volume of wastewater generated by this project:
II.
PAGE 03
P D
Ndt urc of need for Pump and Haul Disposal Permit: C or mp-5q t
� lubl�use o Peatc��
Environmental Emergency (Please explain): 1
Other (Please explain):
�tCR IJ( k�ls ��� U��l� 11•� �i(� 0�'Etz
:oVIE-Q OF 13M
Ultimate method of wastewater disposal for subject project:
Date ultimate method will be available: _- UL1 IIjgc(q
Have ail riecestary permits and approvals been obtained for ultimat' c
disposal method.
Yes -Permit. No. Permitting Agency 1�
No-Periding Permit No_ Permitting Agency 1�
nurit.iUn of. Pump and Haul Disposal activities requested (shall not
exceed six (6) months):,l(d I`tol`r1�-�S
McLhod of wastewater transport
Pumper truck
Tanker lruc:k
Rai 1c-:ar
Transport Vehicle Volume (gallon)
Other:
Owncr (.,f transport vehicle:
Contact person 1�� �� AR -Telephone No.
Address (t �Uf- .QN��eG TState �c- Zip Code 2.7� 1
-- 1w f LLE

: 5 7 4'
Haul Dimpoaal
III. Method 'of -on-site storage:
A4 OWW-ffr MRAME?_> As -Smwo 6o
Volume C)i on -site storage facility:
KM
(gallons)
Name .ird complete address of Engineering Firm:
illy-----i�1���0 t1V state
Tee 1 ephorie. No . 8 C-EJ - OR 7- T3 4-
PAGE 04
Zip code CO11OrQ3
Norlii Carolina Professional Engineer's Registration No.
Print Name of Engineer WILLIRM 6t, w?SLEY
-
FEss/o �y :
¢
SEAL<•.�-"
Seal dricj Signature
6469
REG
applicant),
assure that this
applic:arion han been reviewed by me and is accurate and true to the
bet,l of my knowledge. I assume responsibility for any clean-up
OPf-r.3t.iolis due to any leaks, spills, or accidents resulting from these
pump and haul disposal activities. I will undertake all actions
necessary to eliminate these pump and haul activities on or before the
exi-iir.3t_ io n dat- of nay permit issued.
:. Jgnature -- — ' Date

FIRST CITIZENS BANK 9 TRUST COMPANY
HENDEPSONVILI E NC 28739
017434
DATE AMOUNT 0
TONE NC��N14 I•ao•g9 ��oo°°
ono-_n
OF

8286977333 WILLIAM LAPSLEY
642 P01 JAN 20 199 17:36
IILLIAM G. LAPSLEY & ASSOCIATES, P.A.
1635 ASHEVLLLE HIGHWAY
Po BOX 546
HENDERSONVILLE, NC 28793
exs-�9�-�aa.e
F A x $28-69T-7333
FACSIMILE TRANSMITTAL SHEET
To:-%y'!oAqts 11"oll" "BILL
[AMPmaw. "w DATE. V l—
FAX NEAMER 'TOTAL NO. OF PAGES INCLUDING COVER:
PHONE NUMBER: SENDER'S REFERENCE NUMBER
RE: YOUR REFERENCE NUMBER:
O URGENT D FOR REVIEW C7 PLEASE COMMENT 0 PLEASE REPLY
ii#ac4id �s
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THIS L:AGSIifiLE ME$SACvB IS GtjNFII}EIRTIAL ANi IS ]NTENI7E12 SNSIBLY e-u �� 7v��
YOU ARB Nr3T THE INTENDED RECIPIENT OR THE PERSON RSs4t7NSISLL PO L RY T H N
RQCL4IRNT, YOU ARE ADVISED THAT ANY ]DISSEMINATION, DISTRIBUTI4DN OR COPYINO OF THIS MESSACIII IS
PROHIBITED_ IF YOU HAVE ILRCELVED THIS MESSAGE IN ERROR,YOU ARB REQUESTED TO PLEASE NOTIFY THE
SENDER BY TSLBPHONE COLLECT AND TO RETURN THE ORIGINAL MESSAGE TO THF- SENDER BY U.S. MAIL,

8286977333 WILLIAM LAPSLEY 642 P02 JAN 20 '99 17:36
AAA` SEPTIC 'SANK CLEANING SEIRVICE
11 aux;eton Place
I3esiaiersQnville, 9C 20791
Troy ALversdn-Ovner
Telepbcne = 828-69 2-4013
Pl OPOSAE,
January 15, 1999
TO% nX011 'VXSTA FALLS
Pumping manha2e: �000 GallOra: hauling aeptage to CitV of Brevard'
Treatmaeant plant,. ` Cost $165.,00 per 2OOU gallons.
Tray AE,ver50n-0w'n0x'
to s &b
i0 39vd
_L�)m iSNd.7 V.LSIA HJIH
9I00060OZO BZ'LI 666118Z/IB

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIROMONT AND NATURAL RESOURCES
Division of Water Quality
Nan-Discharge'Parmit Application
Pump and Saul Disposal System
Applic-ant (Corporation, name of board, individual, or others) :
Print Name: _—WOBEF-T..1 bu
Mailing Address: V b -bP-kVF
M
1r,1► tqC_
zip Code 2_BrT04-
Telephone No. ( )eRO -Coll
1. Project (Subdivision, facility, or establishment name) : ���� \P��A'FF1lLS
Application nat.e:
Nature of wastewater:
County:
Di�m�_stic
Commercial or Industriai
Other waste:
If wastewater is riot domestic in nature, what level of pretreatment has
becn provided to ensure protection of the receiving wastewater
treatment facility:
Name of W.a J-0-w ator Treatment Facility receivi
ei�Y OF 79MFIPNW
Facility Permit. N(-)' :
wastewater:
Distance to Wastewater Treatment Facility: �lL
Wat,tc_watcr Treatment Facility Operator or Contact:
Telephone No.:

-,:57 4
PAGE 03
Pump and Haul Disposal
Page 2
Volume of wastewater generated by this project: �0 0® C;PD
IT. NatllrC of need for Pump and Haul Disposal Permit: C���
CUB D651D o
Environmental Emergency (Please explain):
Other (Please explain); MINM-1, 'S YE_P,� WRY i C"(3fe_ NE -fir-
Ultimate method of wastewater disposal for subject project:
Date ultimate method will be available: -A UL1 I,`ggq
Have aii riecessary permits and approvals been obtained for ultimate
chi.spo�:al method.
Yes -Permit. No.
'a No-Pcndinq Permit No.
Permitting Agency
Permitting Agency -I>A
nu r•at. i on of Pt.imp and Haul Disposalactivities requested (shall. not
exceed six (6) months): & KoINKS
Method of wastewater transport
Pumper truck
Tarikr_ r truck
Rai li:ar
Transport Vehicle Volume (gallon-)
Other: _
()wnr_r of tr._in_;port vehicle: 7�o,(
Contact person FOY AlXeMt1 R.Telephone No. �96" fc?2,- JOS
Address�i ��t`ot��i�!-A� State Iv� Zip Code
����� i LLB

7 4
Haul DispoRal
IIT. Method of on -site storage: 90 � 6PVT1 � 5500PT—
Volume c)i on -site storage facility:
b0 (gallons)
Name and Complete address of Engineering Firm:
Wily IV 1
11 O ►�I(2so t4 Le State H C
Tel ephoric. No.
82b - OR 7-g3S4-
PAGE 04
Zip code 1473
No.rlh Carolina Professional Engineer's Registration No.
Print Name of Engineer WILLI M 6' L RFSLEY
°°,�OeweanUrrrrr
egg '
SEAL
6469
Seal rind Signature
pe
�d
rrrrrrr.r`°`'°°
I. ....... , J� (applicant) , assure that this
application har: been reviewed by me and is accurate and true to the
of my knowledge. I assume responsibility for any clean-up
operations due Lo any leaks, spills, or accidents resulting from these
pump and haul disposal activities. I will undertake all actions.
necessary to eliminate these pump and haul activities on or before the
-xj_rir3t_.ic�n ci.it.c, of nay permit issued.
:3.i c3 riaturc --- Date o� ��

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Permit Number WQ0016536
High Vista_ Golf Course Clubhouse Pump and Haul Disposal System
Henderson County
Engineer's Certification
I, WILuRM G.
as a duly registered
Professional Engineer in the State of North Carolina, having been
authorized to observe (poc//fLll time; the construction
,of theUT
project, A6off Nl. 6t �l(alb �(1`b[ e l l�(IM I Vt I � � ��or
(Project) (Nam of Location)
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 the approved plans and specifications.
Signature
Date
tion No. A
ZtAL. :>-'
6469
�y • •. GINE .• � ;=
'°-°

06/11,11999 10:22 82BB900015 HIGH VISTA CONSTRUCT PAGE 06
Jun 11 99 Dazova Troll R1vergon O28 694-4013 p.2
AAA SEP= TANK SHI;VlCMrQ
11 Cutetaa P1evs
llAfldwmmvffle, NC 28791
Jme 10,1999
IEO VistaComt y Club
90La VlKtaDdve
Atd mx NC 28704
-epwx 8rom Ap xU 24,199 to May 31,1999.
Apdt24 ................e..........................200 pk
27.............................................Z500
29............................................17W
°
MayI ...... ..... ........... .......... .... ...... ..2000
°
1............................................1500
"
3.................................. ...... _..160.0
°
?_........................................... XW
10_...... ......................... I ........... i590
"
12.... _................... ................... I5w
"
aa.... _............... ..........._...........20W
"
17 ............. ....... ...1500
"
19_... ._................................ 1500
"
21.... ......................... _.............. 20W
"
24..... ................................. 16W
"
X.... ..... ............................. ....isw
2&._..._.._............ _..................2000
„
31.............................................1500
",

04/23;1999 15:13 8288900015 HIGH VISTA CONSTRUCT
PAGE 01
FAX
High Vista Falls
50 La Vista Drive
Arden, NC 28704
'4pR
1999 i
0
Telephone P Fax :�'
[phone] (828) �90-001 s
Number of Pages (including cover sheet)
To —01 1 &I -
]Froin:
Date: 3 i .
Subject: pugn t 4 U
•i.
�i
i`
If you do not receive all pages, or if fax is not clear, please call.

04123/1999 15:13 8288900015 HIGH VISTA CONSTRUCT PAGE 05
1
,April 23, 1.999
North Carolina Departmebt of
Etwironment and Nat iml Resources -
C/O Mr. Roy Davis
Interchange Building, 59 Woodfin place
Asheville, N:C_ 2880
Dear ME -Davis-
In accordafice to-PerniitNumbe 4 +,, fa; dy it C S3 ; Cwauld like to
provide the attwhed SDO sheets for 'your -review perWning to High Vista FE41s and High -
Vista. Country Club -pump' azid haul.
Again, we thank you for all of your efforts and please q0I (828) 69&- -727- with
any cluestipns you may have: `
I.J. Du Jr. I
RJD/bng .

04/23/1999 15:13 0288900015
Hpr c'3 99 10 a 22a Tra3 n 1 verzan
HIGH VISTA CONSTRUCT PAGE 06
828—G!32-"�II13 P . 1
i.
AAA. SRPuC TANK SERVICES
1 I CURETON PLACE
HMERSONVRLE, WC 2S791
High Viata Falls
50 La Vista
Arden, NC 28704
ATTN. BOB
OESCRLDTK ►
' March, J?---------------------------
2700 Gallons
March 19-------------- ------
------- 2300 tr" i
March 22--,-------------- ---- -----
-- Zpdd
i March z9--------- �---..,-__ 1 SDO u u
March 2t- 2280 u u
March 2g_-_.._------------- — ---- 1900
MAr1 l 31 ------------------�----- 2I 00
II Apri3 Z� 4 u�
April 5-------------------------- 2300 "►' �
April 7----� ----- ------ 20p0
April 9--- -- 4--- ------ 19Q0 an
I April 12--------------------------- 2000
.b,�
April 1 4----------------------------- 2200 a F,
April 16---------------------------
2000 :cn
1 ,
These are tbi� dates Pump atatian wau pumped and the
� gallons. '
I
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,

04/23/1999 15:13 82BB9O0015 HIGH VISTA CONSTRUCT PAGE 02
High Vista galls

04/23/1999 15:13 8288900015
HIGH VISTA CONSTRUCT
PAGE 04
High Vista Falls
Pump and Haut Inpseictlon Job Summary
permit #WQ0016372

6285977333 WILLIAM LAPSLEY
273 P01 MAR 23 199 09:52
March 23. 1999
William G. Lapsley . & Associates, P.A.
Consulting Engineers and Land Planners
1635.AshcW1k-HiZ6riy
Past Office ] a= 546
Het dm-nvi4e, North Carolina 28793
828-697-7334 - PAX 828497-7333
w;p�iaiao �. TAnpeltxrP.R.
�tiamg H�,P.T.
0.'17M Oymaim M P.S.
W. Roy Davis
Asheville Regional Office
NC Division -of Water Qual#ty
59'O OOM.,A Place
Asheville NC 28801 ,..
RE: High'Vistd (3gi£1Cou6i*Clti hg
t'ra:•.
lin 6sed &r. QEIx'
coU6e t� ,dic a acid holdidA iii & the kOi riifiw il.psaj l ve';b ':cQ iple ;•
lxlease feel iiee iii cell: Gs if yod }eve itfiiy f�itttier question iir con ems..
it G, y; P.
W(HJe0
cc: Bob Duffy.
Fl!igh Vista Falla
Kim -Colson, PR'.
Water• Qgality Division
R&O914 NC
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828597?333 WILLIAM LAPSLEY 273 P02 MAR 23 199 09:52
x
Permit Number WQ0016536
High Vistg Golf Course Clubhouse Fump and Haul Disposal System
Henderson County
reag3neer!m Certi_ficatian
I, W Shim G . uq�V 1 , as a duly registered
Professional Engineer in the State of North Carolina, having been
authorized to observe {p o /�/full ti-me) the construction
+of the
[pproject,
M� Ufafadl U t�lU 11 1 l lWl �l or
.. (Project) ---- (Nam4 of Location)
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 - the approved plans and specifications.
Signature
Date

• rt
fiber WQ001653_6_--r�
Golf Course Clubhouse Pump and Haul Disposal System -
Henderson County L
Engineer's Certification
I, as a duly registered
Professional Engineer in the State of North Carolina, having been
authorized to observe (po'�.%2C�a�"�/4_X ,/full time) the construction
1of they project, k?)
7 dt VK t I or
(Project) (Nam4 of Location)
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 the approved plans and specifications.
Signature
Date � _` J i t I
""'It,621111pe" ,,�
Ro
tion No.
SEAL
6469 y `
=. �NGINEE� �.
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NOV - 8
WAT E . Q�1 LI7' _J
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AACME
-IF6. by tc Tank Smite 1ne_
--.DDRC4435 MonficeUo Road
W@ayenrWN. C.
pjacrC• i -r^14K S M k r'1!`bFK S
IPEWlt-YI" IMPKIMT To .E6& ^r
Approved by
Department of Human Resources
Division of Health Services
Environmental Health Section
Serial No. -57-f — -
k Date 4� ".Z-f _E- _
-rWa -TANK
l.-04GR&TF-- = 4� I�l
pl1`1t�'. INGf,�+.c9w'
Ll -aUIu t>ef -rN : ro"
L, e,P4&t'H -Its w1vTH R^TIo =_L--
TWe cOr ir1LE:T = STR1C4ff MIT
TYP>: of OUTLET = PyG ,5�-Ni fARyfrE� _
M�°�►J}IaL� T+./o Q tom" �. f.L�tiz � .
MAN HoL E H AM D L E_ # 3 R E BAR
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V4LE-TS Ohl
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TAMK %^L L. w/ M-- N
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l4Teriuo,R arMm- `./^LL
//

-ba's & 1 4 � de &4 /,?q . 't
k5awaa
AAA SEPTIC TANK CLEANING SERVICE
12 Curetan Place
Hendersonville, MC 28791
Troy ALVer&on-dwner
Telephone: [phone]
January 20, 1999
TO: HIGH VISTA PALLS, BOB DUFFIE
Pieas6 find attached our permits to duinp septage at the
Brevard oity Tre tment Plant also attached is our septi�-"
tank pumper Perm t from Tran:sylvania County.
If we can be of ny futber service, please call us_
TroyALw!rson-OW er
AAA Septic TanX �leaning Serv.
Attachment
TA:ah
EM
A r o0 U - j 0 M U I - T T 0 H A w w 0 1 22 Uwjr

C
rp6f�John A. feiger. Jr.. M.D.
Tarryl L. Pierce, M.P.H.Meafth obedw1
Tr�rnsvlvania County Health Department
j RESIDENTIAL SEPTIC TANK PUMPER PERMIT
I TRANSYLVANIA COUNTY
AAA Sgptic Ta0k leaningService _ is hereby authorized to pump the
contents of residen ial tanks (septage), privies and portabletoilets in Transylvania C ounty
until June 34,1294. This permit is in accordance with the Transylvania County Board
of Health ordinancle entitled, "Ordinance Requiring Septic Tank Pumpers Operating In
Transylvania County To Obtain A Permit From The Local Health Department" and shall
be subject to all applicable rules and regulations of Transylvania County and the North
Carolina Department of Environment, Health & Natural Resources. Failure to comply
with all applicable iruies and regulations may result in the revocation of this permit.
The pumper has C emonstrated to the Transylvania County Health Department that an
approved method of septage disposal, in accordance with G.S. 130A-291.1 and the
North Carolina Septage Management Rules, 10 NCAC 10G Section ,0900_ is available
for use. The beargr of this permit states that the firm is sufficiently covered with liability
insurance.
The General Statues of North Carolina require firms that operate septage pumper trucks (septage management
firrne) to obtain a perm► to operate from the Departmerd of Environment, Health and Natural Resources. This
permit Is Issued throug 1 the Septage Management Branch, Division of Solid Waste Management. Enter the
identification n,-+mbar ( CS#) found on Permit To Operate a Septage Management Firm as Indicated below.
Signature of! Owner/operator of Firm
Name of
Address of Firm
HPnc�ersorr�il!�-_-LG:__ 2Ei7J �:._........--
---Zq^5 &-
Date
0034a ..
NCS #
Telephone Nur6ber
f
L. L yto ong, rivirc ntal Health Supervisor
Communi y sarvices Building a Brevard, North Carolina 28 2 Phone [phone] • FAX [phone] an
...... .: `umjomw1ut T TON RWW01 d0E :EO fiB 22 cur'

i
North Carolina
Department of Environment and Natural Resources
'Division
of Waste Management - Solid Waste Section
401 Oberlin Rd., Ste. 150, Raleigh, N.C. 27605
Authorizati
n to Discharge Septage to a Wastewater Treatment Facility
Fee assessmerts ard
waste determinations will be required at the discretion of the wastewater
treatment facility. T
facility has the ultimate prerogative to deny discharges of any wastes to
the incoming wasteurater
stream-
z�
(Plant rotor an N me of Plant) -7 "
Address
do hereby -authorize /,-z^
(Phone Number)
(Ownigr1opdrato of Septage Management Firm)
(Septage Management Firm Name)
to dispose of; dornea
tic septage importable toilet waste C�
grease Septage (grease
trap pumpings) , commerciaUndustrial septage ; from
LZ14--
<7-- 1
(County or other Geogmphic Area)
$tt the above named
esteWater treatment facility. Septage shall be discharged at '
CrC '
"(Lacatlon)
between the hours of
(3 C
This a at IC
1t r til
Signed ' ,�
Date
(F
.duty p ator)
Swom to and subscriIbed
before me this day of
�+.�... Commission expires:
(Notary Public)
(OFFICIAL SFAL)
. Note. Faletficadon of thil
document by the septage management firm shall had to pannit revocation,
tmv4h: cla/septagaiformatwAVauN.doc
,I
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27� Mounts
urst Mi1I:ive 9 Nome
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
March 9, 1999
Mr. Michael Talley, Partner
Carolina Development Resources, LLC
#50 La Vista Drive
Arden, North Carolina 28704
Subject: High Vista Golf Course Clubhouse
Pump & Haul Disposal System
Permit Number • 1 1�16�536
Henderson. County
Dear Mr. Talley:
In accordance with your application received March 5,
1999 we are forwarding herewith Permit No. WQ0016536, dated
March 9, 1999, to Carolina Development Resources, LLC for a
Pump and Haul Disposal System to serve the High Vista Golf
Course Clubhouse. No facility other than the clubhouse will
be served by this system.
This permit shall be effective from the date of
issuance until September 9, 1999, and shall be subject to
the conditions and limitations as specified therein-. Please_
pay particular attention to the monitoring requirements in
this permit. Failure to establish an adequate system for
collecting and maintaining the required operational
information will result in future compliance problems..
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. The request must
be in the form of a written petition,.conforming to Chapter.
1508 of North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P. 0. Box 27447, Raleigh,
`N. C. 27611-7447. Unless such petition is made, .this
permit shall be.final and binding.
P.O. BOX 29S3S, RALEIGH, NORTH CAROLINA 27626-OS3S
PHONE 919-733-SO83 FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - SOq RECYCLED/1 Oq POST -CONSUMER PAPER

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
PUMP AND HAUL 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
Carolina Development Resources, LLC
Henderson County
FOR THE
construction and operation of a Pump and Haul Disposal System to
serve the High Vista Golf Course Clubhouse with no discharge of
wastes to the State's surface waters., pursuant to the application
received March 5, 1999 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. The system will consist of
two holding tanks having 2,250 gallons capacity each and audible
and visual high water alarms. The six (6) inch sewer connecting
the clubhouse to the holding tanks is a service line and shall be
constructed in accordance with the requirements of the Henderson
County Building Inspector.
This permit shall be effective from the date of issuance
until September-9, 1999 and shall be subject to the following
specified conditions and limitations:
1. This permit shall become voidable unless the subject pump
and haul activities are carried out in a manner which has
been approved by this Division.
2. This.permit is effective only with respect to the nature
and volume of wastes described in the application and
other supporting data.

The facilities shall be properly maintained and operated
at all times.
This permit_ is not transferable. In the event there Is a
desire for a change in facility ownership, or there is a
name change of the Permittee, a formal permit request
must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the
parties, -involved, and other supporting materials -as may
be appropriate. The approval of this request will be
considered on its merits and may or may not be approved.
5. No type of waste other than that from the clubhouse shall
be included in the pump and haul activities.
6. The -permit shall become voidable unless the agreement
between the City of Brevard and AAA Septic Tank Cleaning
Service for the collection,,transportation, and ultimate
disposal of the sewage from the High Vista Golf course
Clubhouse is in full force and effect.
7. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance
conditions, the Permittee shall cease operation of all
pump and haul activities and take such immediate
corrective action as may be required by this Division.
8. This Pump and Haul Permit shall not be renewed.
9.- The sewage and wastewater collected by this system shall
be treated in the City of Brevard's Wastewater Treatment
Plant prior to being discharged into the receiving
stream.
10. The Asheville Regional Office, telephone number 828/251-
6208, shall be notified at least forty-eight (4$_).. hours
in advance of,operation of the pump and haul activities
so that an in -place inspection may be made. Such
notification to the regional supervisor shall be made.
during the normal office hours from 8:00 a.m. until 5:00
p.m. on Monday through -Friday, excluding State Holidays.

The Permittee is liable for any damages caused by a spill
or fai.lure of the pump and haul operations.
1L. •Adequate inspection, maintenance, and`cleaning,shall be
provided by the Permi-ttee to insure proper operation of
the subject facilities.
13., The. Permittee or his designee shall inspect the High,
Vista Golf Course Clubhouse collection facilities to
prevent malfunctions and deterioration, operator errors '
and discharges which may cause.or lead to the release of
wastes to the environment, a threat to human health., or a
nuisance. The Permittee shall keep an inspection log or
summary including at -least the date and time of
inspection, observations made, and any maintenance,,
repairs, or corrective.actions taken by the Permittee.:'.
This log of inspections shall be maintained by the
Permittee for as long as the pump and haul activities are "
being conducted and shall be made available upon request
to the Division of -Water Quality or other permitting
authority.
14. Any duly authorized officer, employee, or representative
of the Division of Water Quality may, upon presentation
of credentials, enter and inspect any property, premises`
or place on or related to the High Vista Golf Course
Clubhouse collection facilities at any reasonable time
for,".the purpose of determining compliance,with this
permit inspect or copy any records that must be kept
under the terms.and conditions of this permit;•and may
obtain samples.
15`. An accurate record of the monthly pump and haul
activities must be maintained by the Permittee,
indicating:
a).. date,wastewater is removed from the facility,
b) name of facility from which wastewater is removed,"
c) name of facility receiving wastewater,
d) volume'of wastewater removed, and
e) status of permanent disposal option.

16.
These records shall be submitted to the Asheville
Regional Office on or before the fifteenth (15) day of
the following month.
Failure to abide by the conditions and limitations
'contained" in this permit may subject the Permittee to an•
enforcement action by the Division of Water Quality in
..accordance with North Carolina General Statute 143
215.6.
17. 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.
18. The Permittee shall provide for the installation and
- maintenance of an audible and visual high water alarm in
the holding tanks which are a part of this Pump and Haul
Disposal System.,
19. A leakage test shall be performed on the holding tanks
to insure that any exfiltration occurs at a rate which
does not exceed twenty (20) gallons per twenty-four'(24)
hour per 1,000 gallons of tank capacity. The engineer's
certification will serve as proof of compliance with
this condition.
20. A copy of the approved plans and specifications shall be
.maintained on file by the,Permittee for'the life of the
:project:
21. Non -Compliance Notification:
The Permittee shall report by telephone to the Asheville
Regional Office, at 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 any of the;
following: =
a. Any process•,un t failure, due to known or unknown
reasons, -that render the facility incapable.of
adequate wastewater treatment such as mechanical or
electrical failure of pumps. aerators, compressors,
etc.

b. Any failure of a pumping station, sewer line, etc.
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.
.22. Upon completion of construction and prior to operation
of_the,subject pump,and haul activities, a certification
must.be received from.a professional engineer.certifying-,
that the permitted facilities have been installed in
.."accordance with this permit, the approved plans and
specifications. Mail the.certification to the Permits
and Engineering Unit,,Post Office Box 29535, Raleigh, N.
C. 27626-0535. -
23.. The annual administering and compliance fee must be
paid by the Permittee within thirty (30) days -after
being"billed by,the Division. Failure to pay the
fee accordingly may cause the Division to initiate
action to revoke this permit as specified by 15.
NCAC 2H.0205, (c) (4) .
Permitissued this the 9th day of March,_..1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of.Water.Quality
By Authority of the Environmental Management Commission
Permit Number WQ0016536

Permit Number WQ0016536
High Vista Golf Course Clubhouse Pump and Haul Disposal.System
Henderson County
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,
for
(Project) (Name of Location)
the Permittee hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the_constru'ction
such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Signature Registration No.
Date

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)
PUMP AND HAUL DISPOSAL SYSTEM
I. GENERAL INFORMATION:
�] o
w�
f'•,�
-
.mow
1. Applicant (corporation, individual, or other): CAR® �'� N ���J
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance):
3. Mailing Address:
City: State: N zip: 2-25764
Telephone No::
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
00
5. Application Date: r' `�` ��`�-n 6. Fee Submitted:
7. County where project is located: M�50-so0 e-oUP'Y
0
8. Latitude: 350 2-6 OU ; Longitude: 82 3?- of facility being pumped
II. PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): � ® I ( s 3 Co
2. If this application is being submitted as a result of a modification to an existing
permit list the existing permit number
and issue date
3. Specify whether the applicant is public or private.
FORM: PHDS 4/91 Page 1 of 6

PUMP AND HAUL DISPOSAL
PAGE" 2 (4/91)
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: (00 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
6101 F 6OURSE 01-0eWC050-
3. If wastewater is not domestic in nature, what level of pretreatment has been provided
to ensure protection of the receiving wastewater treatment facility?
4. Volume of wastewater to be pumped & hauled: gallons per day
5. Explanation of how wastewater volume was determined:
aw13uOI)S5-)>II4l1�cq 'IZ'MM 150 t7_O
IV. TREATMENT FACILITY INFORMATION: if
;�-
1. Name of wastewater treatment facility receiving wastewater. 0- 1 Y o 6WriRF-1 >
2. Treatment facility permit no.:
3. Treatment facility contact person and telephone no:A�b�k fC.S
4. County where treatment facility is located:
5. Distance to treatment facility: miles
V. OTHER INFORMATION:
1. Brief project description:
l.il��
2. Explanation of why a pump & haul permit is being requested (be specific & explain if an
environmental emeraenev exists )-
U
3 . Specify, how long pump & haul permit needed (shall not exceed 6 months): -b— months
4. What will be the permanent method of'wastewater disposal once the pu p & haul
activities have ceased?
5. Date that permanent disposal method will be available:.
2of6
.

PUMP AND HAUL DISPOSAL
PAGE 3 of 6 (4/91)
6. Have pernuts/approvals for permanent disposal method been obtained?
A. Yes; Permit No. M 00R22 Permitting Agency —�')UjQ
— No; Pending Permit No. Permitting Agency
7. Describe how the wastewater will be transported (truck, rail car, etc.) and provide the
typical hauling volume of the vehicle provid' the hauling:
Name of owner of transporting vehicle: — 1�I�O�i AW50so N
Mailing Address of Hauler: 1 e U N -SLR 't
City:
Telephone No.:
S tate: N
� -- (oq?- --
t3
Zip: 2B-78R
10. What type of tank or other container will the wastewater be pumped from and what is the
volume of this container? 6D kmt 0V-S
11. Was the tank or container already in place or will it be installed for these activities?
12. What type of high water alarm does the container have?
_ audible and visual auto dialer
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL. MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and two copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans/specifications must include a general location map, a plan
view of the storage facility and its relationship to property lines, and details showing the high
water alarms (provide either audible and visual or an auto dialer). Each sheet of the plans and
the first page of the specifications must be signed and sealed.
.�
C. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. A letter must be provided from the owner/authority of the wastewater treatment facility
stating that the wastewater will be accepted and specifying the volume 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. A copy of the contract or agreement between the wastewater hauler and the applicant and a
map indicating the haul route.
f. The application package should be sent to the. appropriate regional office, according to the
attached listing on page 4, which provides the regional responsibility by county. If there are
any questions contact the appropriate regional office.

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super.
Washington Regional WQ Super.
Raleigh. Regional WQ Super.
59 Woodfin Place
P O Box 1507
3800 Barrett Dr., Suite 101
Asheville, NC 28802
Washington, NC 27889
Raleigh, NC 27609
704/251-6208
919/946-6481
919/733-2314
Avery Macon
Beaufort Jones
Chatham Nash
Buncombe Madison
Bertie Lenoir
Durham Northampton
Burke McDowell
Camden Martin
Edgecombe Orange
Caldwell Mitchell
Chowan Pamlico
Franklin Person
Cherokee Polk
Craven Pasquotank
'Granville Vance -
Clay Rutherford
Currituck Perquimans
Halifax Wake
Graham Swain
Dare Pitt
Johnston Warren
Haywood Transylvania
Gates Tyrell
Lee Wilson
Henderson Yancy
Greene Washington
Jackson
Hertford Wayne -
Hyde
Fayetteville Regional WQ Super.
Wachovia Building, Suite 714
Fayetteville, NC 28301
919/486-1541
Anson
Moore
Bladen
Robeson
Cumberland
Richmond
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919[761-2351
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
_Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Mooresville Regional WQ Super:
919 North Main Street
Mooresville, NC 28115
704/663-1699
Alexander Mecklenburg
Caba= . Rowan -.
Catawba . , Stanly
Gaston Union
Iredell Cleveland
Lincoln
4of6
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900.
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin

PAGE.5 (4/91)
I.flPS( Ae4oyv IMEOA-
Name and Complete Address of Engineering Firm: W U-61U 1 l
City: VtE�1 b5�P46 NV l LL State: NC Zip: �� 3
Telephone No. V � 2A3 — C-B"I — �33
Professional Engineer's Certification:
I, W I L.LI A M C� . (�A�� L �� , attest that this application for
I.I [61W V'►AtA c�O�.F �Li)��10L55— 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 w ��-(� M L•flL�
,,•��� CAI?®�
Seal and Signature (specify date): , 6469
I, .� 04tha=licaw
'� •SEALaQ.
Appl Certification•
MICUAEL ,attestthatonfor
•.�
µ(Eiu OVA A 60L-F OUBKOUSE
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 attachment are not included, this application package will be returned as
incotnple . 4
Signature Date— 3( T-
5of6

PUMP AND HAUL DISPOSAL
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
► 111 111 ' �
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250 '
Domestic/Cooling Water
$400 -
$250
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Family Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed -Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation.
review authority, as granted by the Division of Environmental
Management.
6of6
t
z

Jan 15 :j:j U It. 1. up.- 1_0 M M.�. nUl.i .. . L . . r . I A"MMY I I
AAA' SEPTIC TANK CLEANING SERVICE
11 cur"aton Place
Hendersonville, NC 28791
Troy ALverzon-Owner
Telephone: [phone]
PROPOSAL
January 15, 1999
TO: HIGH VISTA FALLS
Pumping manhole; 2000 Gallons; hauling neptaue to City of Brevard
Treatment plant. :Cost $165.00 per 2000 gallons.
Troy ALverson-OwnoDr
-A�
To 39vd
iondiSNOD ViSIA HDIH
1
9100068868 8Z:LT 6661/OZ/10

M
E
State of North Carolina
Department of Environment,
Health and. Natural Resources
-Dlvlslon of Environmental Health
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
January 18, 1993
Mr. Gary King
Kingsway
RR 14, Box 205
Hendersonville, NC 28792
if
*d% 46
.. ti.
RE: Approval of Plans and Specifications for 1600-Gallon, Precast, Reinforced Concrete ! I
Septic Tank
Dear Mr. King:
Plans and specifications for a two -section, two -compartment, precast, reinforced concrete septic
tank have been reviewed and found acceptable by the On -Site Wastewater Engineering Branch
and are hereby approvcd under the On -Site Wastewater Section serial number STB-214, dated
January 18, 1994.
The imprint that will identify the manufacturer, serial number, and capacity of the referenced
tanks will be K-STB-214-1600. The imp'rint will be located to the right of the blockout made
on the outlet end of the tank.
One copy of the plans, and specifications bearing the On -Site Wastewater Section stamp of
approval is enclosed, together with a tank review sheet. One copy of each is being forwarded
to the Buncombe, Henderson, Polk, Rutherford, and Transylvania County Health Departments.
One copy is being retained in our permanent riles. Separate copies of the review s1heet, are being
sent to the Farmers Home Administration and the Veterans Administration.
Please note that this approval applies only to septic tanks meeting the plans and specifications;
and, if found in noncompliance, a Certificate of Completion or Operation Permit will not be
issued,
P.O. Box 27687, Raleigh. North Carolina 27611-7687 Telephone [phone] FAX [phone]
An Equal Oppaduntty Affkrncdlve Adion Employer 50% recycled/10% pod -comer paper

P.
4
Mr, Gary King
Page 2
January 18, 1994
If we may of furthcr service, please write or call us at the address or telephone number indicated
above.b.
WM/VAD/db
Enclosures
cc: Farmers Home Administration
Veterans Administration
Mr. Stuart Black
Mr. David Mecimore
Mr. James Ronald Thomas
Mr, Robert K. Smith
Ms. Debra S. Bouchillon
Mr. Frederick E. Matthews
Mr. Layton Long
I
Sincerely,
Wayne Munden, -P. E. Chief
On -Site Wastewater Section
I

DEPARTMENT OF ENVIRONMENT, HEALT14 AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL HEALTH
ON -SITE WASTEWATER SECTION
REVIEW SHEET FOR SEPTIC TANKS
Manufactured in,: Henderson County(
Manufacturer: Kinasway Y.
Address: RR 14, Box 205
Hendersonville, NC 2879,2
Mterial of Construction
x Reinforced Concrete
Fiberglass
i other (specify)
Number of Compartments
One
x Two
other (specify)
Rjock outs
3 'Inlet
Outlet
0 WARME4 K*_•1
Shape
X, Rectangular
Circular
A.
other (specify) -%':
Access. in Top
X Manhole
x — Straight Pipe
Other (specify)
N
slab
,f-- f-T
Weight
4?
Type of/Outlet
x Tee
Other
Concrete Strength: 3500 Psi
Reinforcing;, 6 x 6 x 10110 wwF throughout plus #3 rebar 0
OCEW (tQip) , @ 611 OCEW Lbottom)- and 0 1§11 OCEW
(walls)
INSIDE DIMENSIONS
Serial
Number
Length �Width
Total
Depth
Liquid
Depth
Capacity Freeboard
(750 gal.min..)(911 min.)
L/W Ratio
(2/1 min.)
8-214
13911-140' 6711-681
S111
4211
1687 j 11
Approval:
Serial Number: STB-214
Date: 1/18/94
Revj f-wed By; Victor D'Amato Y
County to Be Sold In: Buncombe, Henderson. Rolk. Rutherford.'"`
Tranaylvania
REMARKS - 61. 4.

Manufactvrad 5y KIngnway
RR 14, Box 205
Handarsonville, NC 28792
704-697-6060
Note., Tank size and.Mig'3 Identifying Imprint
to be at right of outlet opening
�199
.114
11L1.
Ism
r
JaN 14 1994
OM -SITE WASIj,4AIER SECTION
>of
%of
0
'IN Manholp opening 18" minimum tlow
N..�/ ;ram',:
Al
oft
'ke
9" Free Board
lnl.+-2" fall iron Inlets +8 ou+Id?"4ti;V1
W a I I thickness Is consistent
7- Th I ck n.
Q. 09 c-/ i \�I 1e-- a :
4
\0 0 Al+ernat
0 each side. r
,bo ;A.
ddl
IL A ;*&
L. ytlPoolL et ck ends a* a Fw1l
L u
0
rN
r%j
9 9
4" SI ot In Battle
Tank Wall w1mesh
e, Angle -joint contlAous
:"T
Interior Beffla, Wall
Ile,
4 f
8 a f I I a Hell 211 Thickness
TWO COMPARTMENT TANK
Cancrato 3500 PSI Reinforcing 6"x 6" x 10/10 wIrn mesh -ell faces and baffle.
bottom and top Liquia O-VpTh - 4-" Frauooarc - 911 L..a$;;. i. width
Type of Inlet- Straight Pipe Typo of Outlet- Cast in place 0offia 1/4
Liquid depth Manhole- two 1811 sq. clear oponings L,Iquld Capacity- 1600 gal.
Manhole handle- #3 Rabor Sealed with I" Rubber Seal Brand Concra+a, Butyl Sealer
Mannols covers weigh 105 1 b.. Tank h a s I" t n d ands. d s .
Reinforced with 03 Reber - Top @ 13- OCEW Approved By
03 Rabar - Bottom 0 6" OCEW
ON S ;..j.
03 Reber - Walls 0 18- OCEW ITE WASTEWATER SECTION
Div. of Env. Health, DF_HNR
File No ISM— 2114.
Dad
RU ( I"* qT0 i,..- ri) a

8286977303 WILLIAM LAPSLEY
161 P05 MAR 09 199 14-05
i
Na�itt Orta DejM► n9knt of Etnnronrnent acrid Rafilral Reafturcos
v>ieton etti*tO wrtRIPtaenene - Stolid Waste &WNrl
•ai Oberlin Rd, sip. 150, RaWgii, N.C.
21695
Authori Dia0harge Up#nge to is Wcrafty alter Treatment Facility
Fee asugssmw4s WaSM deterrrlinaGorm %411 be requked at the discraian of the wasteutater
it ttilg7lt tBClwt fapiity i S the Ltilriat6 prem9ativ$ to deny discharges of any wontev to
tfl6 indoming Wag r strearn.
Plant
I Address
dam iy ,. dfl i+arr'by,authorize /�- ^ �., ,. • �t
& U-a i Pon)of -
{,r, t hlalr8gem Rjrrn ft�
to d0ose of; donm Go septlge ; pprtaYsle toilet wasfs
grtsast septege tip trap ilurt;Pirt9s) cwnmercia!lindustriai sept ga ,�- ,
tra
—V m
(Cot ffly or OA*r G.t Ay—) - '!
Olt the above named #we's'teweter v6ftbrwril fac ty. Septa!90 stmil be disichaVed at
be*een the hours 0,
This itu
Signed A r
Date r9f�r ^ %e.
(F dtlb 0a rani
Swam to and subscriLd before me this day of j19 t
I
r
COrrrfili8sioi7 carp"ryesl
(OFFIMAL SPAL)
NoW Fdowlle"On orttki deter 1� tke talpta�e marfa�gemonk tittrr iBsII t.®d�a perriik nracatigrt. 4 f
[earyr: d al�gr�trpmtanerw�eu8edge
.., d _._.._.._........
.......... .___. � .. na no •se�a_ta?D y�.JaryrT��lit itaH RassuO� .. �QE=EO...�.�...��..�4�.....

8286977333 WILLIAM LAPSLEY 1161 P01 MAR 09 '99 14:03
William G. Lapsley & Associates, P.A.
Consulting Engineers and Land Plarlaers
1635 AsheAle Highway
Mast Office Boa W
Hendersonville, Nonh Cazulina 28793
82$ 697-7334 • FAX [phone] .
vPx7iiem Q. LupAlep, Pam.
March 9; 1999 x atp
Mr. Roy Davis
Water Quality Section
Asheville Regional office
NC Division of water Quality
74 Woodfin Place
Asheville, NC 28802
RE: Utgh Vista Golf Coarse Clubhouse
Pump & Haul Pemut
Henderson County
Dear Mr. Davis --
Enclosed for your use is a letter of accepftmx of the wastewater from the City of Brevard
for the contracted hauler, AAA Septic.
Also, please note that the proposed precast concrete tanks will be 2,250. gallons each
which will provide a total storage volume of 44,500 gallons.
Please feel free to caft us if you have any Airther questions or concerns.
/7 -4
WGIJec
cc: Bob Duffy, High Vista. Falls
Prine.d oo Rogded Papa
.E.