WQ0011237_Complete File - Historical_20190129

September 1, 2006
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
CERTIFIED MAIL SLAP .3 0 5
RETURN RECEIPT REQUESTED
Ralph Toomey
Asheville Vault Service
2239 Smokey Park Highway
Candler, NC 28715
Subject: Rescission of Permit No.WQ0011237
Asheville Vault Service - Wilbe
Wastewater Recycling System
Buncombe County
Dear Mr. Toomey:
Per your request made by on August 21, 2006, the Division of Water Quality is rescinding the subject
recycle system permit. In accordance with NC State Administrative Code 15A NCAC 02T, effective
September 1, 2006, the recycle system at Asheville Vault Service meets the requirements of Section
..1003(a) for systems to be deemed permitted. The recycle system at Asheville Vault Service is not
required to apply for future permit renewals or modifications provided that the facility continues to
comply with the requirements of 15A NCAC 02T .1000.
Please be advised that NC State Administrative Code 15A NCAC 02T .1003(a) requires that a Spill
Control Plan be maintained for the Facility. The Spill Control Plan shall at a minimum addresses the
following items:
a. Contact phone numbers for 24-hour response, including weekends and holidays;
b. Contact phone number for the Division of Water Quality Regional Office;
C. Contact information for construction crews, contractors and/or engineers;
d. Expected response times;
e. Essential equipment list and spare parts inventory;
f. Location of clean up materials;
g. Site sanitation procedures; and
h. Post -response assessment and reporting.
If you have any questions or comments please feel free to contact Matth Fleahman at [phone].
Sincerely,
e—Alan W. Klimek, P.E.
cc: Landon Davidson,Asheville Regional Office,, Aquifer Protection Section
Permit Application File WQ0011237 One
NorthCarolina
(Naturally
North Carolina Division of Water Quality 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
www.newaterquallity.org 2728 Capital Boulevard Raleigh, NC 27604 FAX [phone]
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`� , AQUIFER PROTECTION SECTION
APPLICATION REVIEW REQUEST FOR
Date: July 25, 2006
To: ®
Landon Davidson, ARO -APS
❑
Art Barnhardt, FRO -APS
❑
Andrew Pitner, MRO -APS
❑
Jay Zimmerman, RRO-APS
❑ David May, WaRO-APS
❑ Charlie Stehman, WiRO-APS
❑ Sherri Knight, WSRO-APS
From: Matt Fleahman, PG, Land Application Unit
Telephone: [phone] Fax: [phone]
E -Mail: [e-mail]
A. Permit Number: WW0011237
B. Owner: Asheville Vault Service
C. Facility/Operation:
Proposed ® Existing ® Facility ® Operation
D. Application:
1. Permit Type: ❑ Animal ❑ Surface Irrigation ❑ Reuse ❑ H -R Infiltration
® Recycle ❑ VE Lagoon ❑ GW Remediation (ND)
❑ UIC - (5QW) closed loop water only geothermal
For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ❑ Animal
2. Project Type: ❑ New ❑ Major Mod. ❑ Minor Mod. Z Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
®Return a Completed Form APSSRR.
❑ Attach Well Construction Data Sheet.
❑ Attach Attachment B for Certification by the LA -PCU.
❑ Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-APS representatives in order to prepare a complete Attachment B for
certification. Refer to the RPP SOP for additional detail.
When you receive this reque form, please write your name and dates in the spaces below, make a copy
of this sheet, and retu � to tle.-appropriate ,, entral Office -Aquifer Protection Section contact person
listed above.
r
RO-APS Reviewer:"
��.,.�, Date: )"
FORM: APSARR 02/06 Page 1 of 1

1 �J

`- Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
July 25, 2006
Ralph Toomey
Asheville Vault Service
2239 Smokey Park Highway
Candler, NC 28715
Subject: Acknowledgement of Application No. WQ0011237
Asheville Vault Service - Wilbe
Wastewater Recycling System
Buncombe
Dear Mr. Toomey:
Alan W. Klimek, P.E. Director
Division of Water Quality
AU G 02 2006
The Aquifer Protection Section of the Division of Water Quality (Division) acknowledges receipt of your permit
application and supporting materials on July 24, 2006. This application package has been assigned the number listed
above and will be reviewed by Matthew Fleahman.
The reviewer will perform a detailed review and contact you with a request for additional information if necessary.
To ensure the maximum efficiency in processing permit applications, the Division requests your assistance in
providing a timely and complete response to any additional information requests.
Please be aware that the Division's Regional Office, copied below, must provide recommendations prior to final
action by the Division. Please also note at this time, processing permit applications can take as long as 60 - 90 days
after receipt of a complete application. To check on the status of your application, you can visit
http://h2o.enr.state.nc.usibims/reports/reportsPermits.html.
If you have any questions, please contact Matthew Fleahman at 919-715-6173, or via e-mail at
[e-mail]. If the reviewer is unavailable, you may leave a message, and they will respond
promptly. Also note that the Division has reorganized. To review our new organizational chart, go to
http://li2o.enr.state.nc.us/documents/dwq-_gKgghgtXAt
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRIES ON THIS
PROJECT.
Sincerely,
�u
for KiAolson, P.E.
Supervisor
cc: Asheville Regional Office, Aquifer Protection Section
Permit Application File WQ0011237
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwaterguality.org Location: 2728 Capital Boulevard Raleigh, NC 27604
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One
NorthCarolina
Natinz y
Telephone: [phone]
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Fax 2: [phone]
Customer Service: [phone]

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WASTEWATER RECYCLE SYSTEMS
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
Application Number: ( D (to be completed by-DWQ)
I, GENERAL INFORMATION:
1. Project Name: Ar -y"16 V & tl i t s G W V ►ce,
2. Applicant's name (Name of the owner of the facility. If a company or corporation it must be registered with
the Secretary of State): �) �I ll � k w'. S W04
3. Name and complete mailing address of applicant:
1-4
City: C G hJ 10" State: AIC Zip: ZU 15 d
Telephone number: ono > 33 2 6 o 16 Facsimile number:
Email Address:
4. Project name (name of the facility): A S k cy it (c U a u ff s e r V: cc —T!n G.
5. Complete address of the physical location of the facility if different from mailing address of applicant:
City: /VIA State: Zip:
6. County where project is located: R u n Cb w% b r
7. Name and complete address of engineering or consulting firm:
cr%
City: State: Zip:
Telephone number: Facsimile number:
8. Name and affiliation of contact person who can answer questions about project:
Email Address: Ro►1 A rw5 EG �►� � �� ✓ - ut t w i (� r � Z
IIS. PERMIT INFORMATION:
1. Project is: new; modification; V111- renewal without modification
Note: Renewals without modifications should just fill out sections I & II; sign the applicants signature on Page 5.
2. Fee submitted: $ (See Instruction C.)
3. If this application is being submitted as a result of a modification to an existing permit, provide:
existing permit number and the issuance date
4. Applicant is: public, private
5. If project disturbs more than one acre, provide date when an erosion and sedimentation control plan was
submitted to the Division of Land Resources, or local delegated program, for approval:
6. If project includes any stream or wetland impacts, provide date when Nationwide 12 or 404 permit was
submitted for approval:
FORM: RFA 09-05 Page 3 of 5

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rofessional Engineer's Certification:
I,
attest that this application for
has been reviewed by me and is
accurate, complete and consistent with the information supplied in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with this application and its instructions as well as all applicable
regulations and statutes. Although certain portions of this submittal package may have been developed by other
professionals, inclusion of these materials under my signature and seal signifies that I have reviewed this material
and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes 143-
215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any
application shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed $10,000 as well as civil
penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Applicant's Certification:
I, 6/y
_ �+ u , attest that this application for rAI X I,
has been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that any discharge of wastewater to surface waters
or the land will result in an immediate enforcement action, which may include civil penalties, injunctive relief, and/or
criminal prosecution. I will make no claim against the Division of Water Quality should a condition of this permit be
violated. I also understand that if all required parts of this application are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as
incomplete. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who
knowingly makes any false statement, representation, or certification in any application shall be guilty of a Class 2
misdemeanor which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date:
FORM: RFA 09-05 Page 5 of 5

I,m--�,�
-� ._-,,

Michael F. Easley, GovF
William G. Ross Jr., Se'
North Carolina Departm,!' -if Environment and Natural R,
COPY
Alan W. Klimek, F,
FlL Division of W
Asheville Regit
AQUIFER PROTECTION
July 11, 2006
Ralph Toomey
Asheville Vault Service
2239 Smokey Park Highway
Candler, North Carolina 28715
SUBJECT: July 10, 2006 Compliance
Evaluation Inspection
Asheville Vault Service
Permit No: WQ0011237
Buncombe County
Dear Mr. Toomey:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the
inspection conducted on July 10, 2006. The Compliance inspection was conducted by Ed
Williams of the Asheville Regional Office. The facility was found to be in Compliance with
permit WQ0011237.
The subject permit expired in November, 2004. Please submit an application for renewal as
soon as possible.
Please refer to the enclosed inspection report for additional observations and
comments. If you have any questions, please call me at 828/296-4500.
Siin-.ceerely,
;Vd4_-_4'
Ed Williams
Enclosure
cc: Central Files
Asheville Files
North Carolina Division of Water Quality — Asheville Regional Office 2090 U.S. Highway 70 Swannanoa, NC 28778
Aquifer Protection Section
Customer Service 1-877-623-6748
internet: h2o.enr.state.nc.us
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Compliance Inspection Report
WQ0011237 Effective: 12/17/99 Expiration: 11/30/04 Owner: Asheville Vault Service
SOC: Effective: Expiration: Facility: Asheville Vault Service-Wilbe
County: Buncombe 2239 Smokey Park Hwy
Region: Asheville
Candler NC 28715
Contact Person: Ralph Toomey Phone: [phone]
Directions to Facility:
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 07/10/2006 Entry Time: 10:30 AM Exit Time: 11:15 AM
Primary Inspector: Edward M Williams Phone:
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Wastewater Recycling
Facility Status: ■ Compliant r1 Not Compliant
Question Areas:
Miscellaneous Questions E Treatment
(See attachment summary)
Page: 1

Permit: WQ0011237 Owner - Facility: Asheville Vault Service
Inspection Date: 07/10/2006 Inspection Type: Compliance Evaluation
Reason for Visit: Routine
Inspection Summary:
The recycle system appeared to be in good working order. The system does not see much inflow.
The casting process
does not produce much water overflow into the drains.
The permit expired in 2004. An application for renewal will be submitted to DWQ ASAP.
Type
Yes No NA NE
Reuse (Quality)
fl
Lagoon Spray, LR
n
Infiltration System
n
Single Family Spray, LR
n
Activated Sludge Spray, LR
n
Activated Sludge Drip, LR
n
Activated Sludge Spray, HR
n
Recycle/Reuse
Single Family Drip
n
Treatment
Yes No NA NE
Are Treatment facilities consistent with those outlined in the current permit?
■ n ❑ [I
Do all treatment units appear to be operational? (if no, note below.)
■ n n n
Comment:
Page: 2

�IVISION OF WATER QUALITY Vi
GROUNDWATER SECTION
November 16, 1999
MEMORANDUM
To: Kim Colson
Water Quality Sectio
Through: Ted L. Bush, J .
From: Brian Wootton
Subject: Asheville Vault Service, Inc.
Wilbert Vault Service
Recycle System
Buncombe County
Permit No. WQ0011237/GW99202
Kristin Miguez: SERG Review Engineer
The Groundwater Section has reviewed the subject permit renewal request for the continued
operation of the 200 GPD wastewater recycle system that collects only wastewater generated by
rinsing leftover concrete particles from forms used in the construction of concrete burial vaults.
Groundwater monitoring is not necessary at this time, since the system is closed loop.
Based upon the Groundwater Section's review of the subject permit application and
supporting documentation, the Groundwater Section makes the following recommendations:
1. The COMPLTANC E BOUNDARY for the disposal system is specified by regulations in
15A NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for
the disposal system individually permitted after December 31, 1983 is established at either
(1) 250 feet from the waste disposal area, or (2) within 50 feet of the property boundary,
whichever is closest to the waste disposal area. An exceedance of Groundwater Quality
Standards at or beyond the Compliance Boundary is subject to immediate remediation action
in addition to the penalty provisions applicable under General Statute 143-215.6A(a)(1).
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established around the
disposal system midway between the Compliance Boundary and the perimeter of the waste
disposal area. Any exceedance of standards at the Review Boundary shall require
remediation action on the part of the permittee.
2. Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.-......,,�...
cc:ia ,Dec�i.an�' a [�
ra E�tristian
Permit Files DEC
1

J
MEMORANDUM:
AS] IEVILLF, REGIONAL OF F, ICE
November 5, 1999
TO: Brian Wootton
FROM: Kay Dechant
SUBJECT: Permit Renewal
Asheville Vault Service
GW99202
Buncombe County
I have reviewed the subject permit renewal and have determined that no further review is
necessary. This is a closed loop recycle system.
Please refer to highlighted comments on the attached. See ya at the retreat.

DIVISION OF WATER QUALI'T'Y
GROUNDWATER SECTION
MENTORANDUM
TO:c
51 ,6y1Ile Regional Office
FROM: rt a Gid o 7�
SUBJECT: Application for e' Permit Renewal,
New Permit
CO3VA1ENTS: we & ve
2s,100,1 Danev--s
Permit Amendment
Nov F, 91*9
_ Repair/Alteration of Exist. Disposal System [DEHJ
7L C.��- r
Facility Name: � 5 �/:�<� xa-br- 174- tf-thee ALI
County:
Type of Project: G
APPLICABLE PER -MIT NO.s: NVQ 6101.E3
DEH
EPA (CONST. GRANTS)
GW -(
ANIMAL WASTE (DWQ)
AtoC
The Groundwater Section has received ONLY ONE (1) copy of the referenced permit application. A copy of the
application should have been sent to your Regional Water Quality Supervisor, so please use that copy for
your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE LET ME
KNOW.
The Groundwater Section has received ONLY ONF (1) copy of the referenced permit application. A copy of the
application should have been sent to , DEH's Regional Soil Specialist, so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE, PLEASE
LET ME KNOW.
The Groundwater Section received two (2) copies of the referenced permit application. One copy of the
application documents we received is attached.
Please review the applicationInaterials for completeness. If you feel additional information is necessary, please
let me know no later than -0e el- 47T fA cony of any formal request for additional information
will be forwarded to you.
If you do not need any additional information to complete your review, please provide your final comments
by ®ai r '�—Iy 11V 71 If you request and/or receive additional information, your final comments
\9-98TRAN.SHL (rev. 9/29/98)

/ James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
41
ate of North Carolina
Department of Environment, -
Health and Natural Resources
Division of Water Quality
U K / October 9, 1997
y
V�ay
GARY C. MCDOWELL
ASHEVILLE WILBERT VAULT
2239 SMOKY PARK HWY
CANDLER NC 28715
Dear GARY MCDOWELL:
_W TVJ
PAIL
0
A am am
[DEHNR
Subject: Acknowledgement of s�iQp Request
ASHEVILLE W ERT VAULT"
NPDES Permit NCG070061
Buncombe County
This is to acknowledge receipt of your request that NPDES Permit No. NCG070061
be rescinded. Your request indicated that this permit is no longer needed.
By copy of this letter, I am requesting confirmation from our Asheville Regional
Office that this permit is no longer needed. After verification by the Regional Office that
the permit is no longer needed, NPDES Permit No. NCG070061 will be rescinded.
If there is a need for any additional information or clarification, please do not hesitate
to contact Robert Farmer at [phone], ext. 531.
Sincerely,
Robert L. Sledge, Supervisor
Compliance/ Enforcement Group
cc: Asheville Water Quality Regional Supervisor - w/attachments
Permits & Engineering Unit - Aisha Lau - w/attachments
Compliance/Rescission Files - w/attachments
Central Files- w/attachments
P.O. Box 29535, Raleigh, North Carolina 27626-0535
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October 3, 1997
NPDES permit No.: NCG070061
Robert Former
DEHNR/DWQ/Compliance Group
P. O. Box 29535
Raleigh, NC 27262-0535
RE: NPDES General Storm Water Permit Notice of Termination
Dear Mr. Former:
All manufacturing and industrial activities at Asheville Wilbert Vault Service (NPDES
permit No.: NCG070061) of Arden, North Carolina have been discontinued. Pursuant to
this situation and the requirements of the NC General Permit to Discharge Storm Water
Runoff Associated with Industrial Activity, Asheville Wilbert Vault Service is requesting
termination of NPDES permit coverage. The enclosed Notice of Termination
certification is signed in accordance with the terms and conditions of the general permit.
Thank you for your assistance. Please feel free to call me if you have any questions
concerning this matter.
Sincerely,
�445
. c-CGary C. well
Vice President / General Manager
Enclosure
Tr
OGT 06.1991
POINT SOURCE BRANCH
ASHEVILLE WILBERT VAULT SERVICE / 2239 SMOKY PARK HIGHWAY / CANDLER, NC 28715
[phone] / [phone] / FAX: [phone]

�f T,
McGILL ASSOCIATES, P.A.
hkaiL CONSULTING ENGINEERS
October 26, 1995ment hetebY
ate Division of Environmental Manage
ges receipt and acceptance of this Engineers
acknowled
Ms. Carolyn McCaskill, Supervisorrtification
State Engineering Review Group % --------------
Division of Environmental Management _______ -
Department of Environment, Health and Natural Resources 6-1
Post Office Box 29535 -
Raleigh; North Carolling 276526-0.
5 \`
Sanitary Sewer Improvements
�r Asheville Vault Service, Inc.
Wastewater Recycle System
Buncombe County, North Carolina
Permit No. WQ0011237
Dear Ms. McCaskill:
The construction of the improvements associated with the above referenced project
approved under DEM Permit No. WQ0011237, dated July 24, 1995 to Asheville Vauyt
Service, Inc. of Buncombe County has been completed. The following Engineer's
Certification is herein provided:
"I, Gary D. Davis, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe periodically the construction of the subject
project for the Permittee, hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was
observed to be built within substantial compliance and inment of this permit, Chic
approved plans and specifications, and other supporting materials."
If there are any questions, please give me a call.
CAROB°�.,, Sincerely,
McGILL AStSOCIA/TES, P.A.
SLAT1 12296
`• �; /
GARY ,D. DAVIS P. E.
o s
' w Registration No. 12296
"!vie f
GDD/gdd
cc: Hank Richie
P.O. BOX 2259 / 704/252-0575 / 55 BROAD STREET
ASHEVILLE, NC 28802 704/252.2518 (FAX) ASHEVILLE, IVC 28801

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RESPONSIBLE FACILITY
OFFICIAL REPRESENTATIVE
TELEPHONE NO.
WHERE LOCATED
NPDES PERMIT NUMBER NC
STATE FEDERAL
DATE ISSUED
EXPIRATION DATE
STREAM: NAME
CLASS
7Q10
SUB—BASIN
3S
CERT. NUMBER
CLASS
OTHER PERMIT NO.
DATE ISSUED
OPERATOR

4orth Carolina
anent of Environment
Aatural Resources
vision of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Gary McDowell, Vice President
Asheville Vault Service, Inc.
PO Box 446
Arden, NC 28704
Dear Mr. McDowell:
December .17, 1.999
4 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
ect: Permit No. WQ0011237
Asheville Vault Service, Inc.
Wilbert Vault Service
Wastewater Recycle System
Buncombe County
In accordance with your renewal application received October 27, 1999, we are forwarding herewith Permit
No. WQ0011237, dated December 17, 1999, to Asheville Vault Service, Incorporated for the continued operation
of the subject wastewater recycle system.
This permit shall be effective from the date of issuance until November 30, 2004, shall void Permit No.
WQ0011237 issued July 24, 1995, 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, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 150B of North Carolina General Statutes,
and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless
such demands are made this permit shall be final and binding.
If you need additional information concerning this matter, please contact Kristin Miguez at [phone]
extension 524.
Kerr T. Stevens
cc: Buncombe County Health Department
Asheville Regional Office, Water Quality Section
Technical Assistance and Certification Unit
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
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NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
RECYCLE SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and
other applicable Lays, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Asheville Vuervice, Incorporated
e Count"
:
FOR THE
continued operation of a 200 GPD wastewater recycle system consisting of a trench drain, two (2) 1000 -gallon
septic tanks in series, a 10 gpm pump to draw the recycled wastewater from the end of the second septic tank for
reuse, a Well-X-Trol WX 250 tank, and all associated piping and appurtenances to serve the Wilbert Vault Service,
with no discharge of wastes to the surface waters, pursuant to the application received October 27, 1999, and in
conformity with the project plan, specifications, and other supporting data subsequently filed and approved by the
Department of Environment, Health and Natural Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until November 30, 2004, shall void Permit No.
WQ0011237 issued July 24, 1995, and shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the conditions of
this permit, the approved plans and specifications, and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the application and
other supporting data.
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 the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
(Division) accompanied by an application fee, documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of the request will be considered on its merits and may or may
not be approved.
5. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those actions that may be required by this
Division, such as the construction of additional or replacement treatment or disposal facilities.

.the Asheville Regional Office, telephone number [phone], shall be notified at least forty-eight (48)
hours in advance of operation of the installed facilities so that an in-place inspection can 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.
7. The residuals generated from these treatment facilities must be disposed in accordance with General Statute
143-215.1 and in a manner approved by the Division.
8. The issuance of this permit shall not relieve the Permittee of the responsibility for damages to surface or
groundwaters resulting from the operation of this facility.
9. The facilities shall be effectively maintained and operated as a non -discharge system to prevent the discharge
of any wastewater resulting from the operation of this facility.
10. Diversion or bypassing of untreated wastewater from the treatment facilities is prohibited.
11. Any monitoring deemed necessary by the Division to insure surface and ground water protection will be
established and an acceptable sampling reporting schedule shall be followed.
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 wastewater recycle 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 maintain 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
a period of three years from the date of the inspection and shall be made available to the Division or other
permitting authority, upon request.
14. Any duly authorized officer, employee, or representative of the Division may, upon presentation of
credentials, enter and inspect any property, premises or place on or related to the recycle system at any
reasonable time for the purpose of determining compliance with this permit, may inspect or copy any records
that must be maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate.
15. 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 15A NCAC 2H.0205 (c)(4).
16. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to an
enforcement action by the Division in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.
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. A set of approved plans and specifications for the subject project must be retained by the Permittee for the
life of this project.
4

19. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number (828) 251
as soon as possible, but in no case more than 24 hours or on the next working day following the ocurrence .
first knowledge of the occurrence of any of the following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of significant amounts
of wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a basin
or tank, the known passage of a slug of hazardous substance through the facility, or any other unusual
circumstances;
b. Any process unit failure, due to known or unknown reasons, that renders the facility incapable of
adequate wastewater treatment, such as mechanical or electrical failures of pumps, aerators, compressors,
etc.;
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to
receiving waters without treatment of all or any portion of the influent to such station or facility; or
d. Any time that self-monitoring information indicates that the facility is not in compliance with its permit
limitations.
Persons reporting such occurrences by telephone shall also file a written report in letter form within five (5)
days. following first knowledge of the occurrence. This report must outline the actions taken or proposed to
be taken to ensure that the problem does not recur.
20. A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration occurs at a
rate which does not exceed twenty (20) gallons per twenty-four (24) hours per 1,000 gallons of tank capacity.
21. Upon classification of the facility by the Water Pollution Control Systems Operators Certification
Commission (WPCSOCC), the Permittee shall employ a certified wastewater treatment plant operator to be
in responsible charge (ORC) of the wastewater treatment facilities. The operator must hold a certificate of
the type and grade at least equivalent to or greater than the classification assigned to the wastewater treatment
facilities by the WPCSOCC. The Permittee must also employ a certified back-up operator of the appropriate
type and grade to comply with the conditions of 15A NCAC 8A .0202. The ORC of the facility must visit
each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding weekends
and holidays, and must properly manage and document daily operation and maintenance of the facility and
must comply with all other conditions of 15A NCAC 8A .0202.
22. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its extension. Upon
receipt of the request, the Commission will review the adequacy of the facilities described therein, and if,
warranted, will extend the permit for such period of time and under such conditions and limitations as it may
deem appropriate.
Permit issued this the seventeenth day December, 1999
NORTH C LINA E IRONMENTAL MANAGEMENT COMMISSION
f Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0011237

e

.e of North Carolina
-jepartment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
May 22, 1998
Mr. Gary C. McDowell
Asheville Vault Service
2239 Smoky Park Highway
Candler, North Carolina 28715
e��
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Subject: General Permit No. NCG070000
Asheville Vault Service
COC NCG070157
Buncombe County
Dear Mr. McDowell:
In accordance with your application for discharge permit received on October 10, 1997, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES general
permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215 .1 and the
Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated
December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable
to you, you have the right to request an individual permit by submitting an individual permit application. Unless
such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the Division of
Water Quality. The Division of Water Quality may require modification or revocation and reissuance of the
certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act
or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Tony Evans at telephone number
919/733-5083 ext. 584.
Sincerely,
ORIGINAL SIGNED BY
BRADLEY BENNETT
A. Preston Howard, Jr., P. E.
cc: Asheville Regional Office
P.O. Box 29535, Raleigh, worth Carolina E'. - 919-733-50$3 FAX [phone]
An Equal Opportunity Affirmat;vo P lion, Empl^ _- c;rcled/ 10% post -consumer paper
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCGO 0000
o.
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Asheville Vault Service
is hereby authorized to discharge stormwater from a facility located at
Asheville Vault Service
2239 Smoky Park Highway
Candler, NC
Buncombe County
to receiving waters designated as an unnamed tributary to Hominy Creek, Class C, in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I II, III;
IV, V. and VI of General Permit No. NCG070000 as attached.
This certificate of coverage shall become effective May 22, 1998.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day May 22, 1998.
ORIGINAL SIGNED BY
BRADLEY BENNETT
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

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4orth Carolina---'
,ment of Environment,
.nth and Natural Resources
,vision of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 24, 1995
Mr. Gary C. McDowell, Vice President
Asheville Vault Service, Inc.
P.O. Box 446
Arden, NC 28704
Dear Mr. McDowell:
1#V 07A•
G
Subject: Permit No. WQ0011237
Asheville Vault Service, Inc.
Wilbert Vault Service
Wastewater Recycle System
Buncombe County
In accordance with your application received June 27, 1995, we are forwarding herewith Permit
No. WQ0011237, dated July 24, 1995, to the Asheville Vault Service, Incorporated, for the construction
and operation of the subject closed-loop wastewater recycle system. The system is to collect only the
wastewater generated by rinsing leftover concrete particles from the forms used in the construction of
concrete burial vaults.
This permit shall be effective from the date of issuance until June 30, 2000, 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, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447,
Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter, please contact Mr. Ray Cox at [phone], ext. 549.
cc: Buncombe County Health Department
McGill Associates, P.A.
Asheville Regional Office, Water Quality Section
Training and Certification Unit
Facilities Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely,
I
A. Prest n Howard, Jr., P.E.
Telephone [phone] FAX [phone]
50% recycled/ 10% post-c6nsumer paper

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
,. RALEIGH
RECYCLE SYSTEM PERMIT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO THE
Asheville Vault Service, Incorporated
Buncombe County
FOR THE
construction and operation of a 200 GPD wastewater recycle system consisting of a trench drain, two (2)
1000 -gallon septic tanks in series, a 10 gpm pump to draw the recycled wastewater from the end of the
second septic tank for reuse, a Well-X-Trol WX 250 tank, and all associated piping and appurtenances to
serve the Wilbert Vault Service, with no discharge of wastes to the surface waters, pursuant to the
application received June 27, 1995, and in conformity with the project plan, specifications, and other
supporting data subsequently filed and approved by the Department of Environment, Health and Natural
Resources and considered a part of this permit.
This permit shall be effective from the date of issuance until June 30, 2000, and shall be subject to
the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other supporting
data.
2. This permit is effective only with respect to the nature and volume of wastes described in
the application and other supporting data.
3. The facilities shall be properly maintained and operated at.all times.
4. This permit is not transferable. In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request must be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved, and other supporting materials as may be
appropriate. The approval of the request will be considered on its merits and may or may
not be approved.
5. Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting materials. Mail the Certification to the Water Quality
Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC 27626-0535.
1

In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those
actions that may be required by this Division, such as the construction of additional or
replacement treatment or disposal facilities.
7. The Asheville Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in-place
inspection can 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.
8. The residuals generated from these treatment facilities must be disposed in accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
Environmental Management.
9. The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
10. The facilities shall be effectively maintained and operated as a non -discharge system to
prevent the discharge of any wastewater resulting from the operation of this facility.
11. Diversion or bypassing of untreated wastewater from the treatment facilities is prohibited.
12. Any monitoring deemed necessary by the Division of Environmental Management to insure
surface and ground water protection will be established and an acceptable sampling
reporting schedule shall be followed.
13. Adequate inspection, maintenance, and cleaning shall be provided by the Permittee to
insure proper operation of the subject facilities.
14. The Permittee or his designee shall inspect the wastewater recycle 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 maintain 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 a period of
three years from the date of the inspection and shall be made available to the Division of
Environmental Management or other permitting authority, upon request.
15. Any duly authorized officer, employee, or representative of the Division of Environmental
Management may, upon presentation of credentials, enter and inspect any property,
premises or place on or related to the recycle system at any reasonable time for the purpose
of determining compliance with this permit, may inspect or copy any records that must be
maintained under the terms and conditions of this permit, and may obtain samples of
groundwater, surface water, or leachate.
16. 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 15A NCAC 2H .0205
(c)(4)•
17. Failure to abide by the conditions and limitations contained in this permit may subject the
Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6(a) to 143-215.6(c).
18. 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.

i
19. A set of approved plans and specifications for the subject project must be retains
Permittee for the life of this project.
20. Noncompliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
[phone], as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a. Any occurrence at the wastewater treatment facility which results in the treatment of
significant amounts of wastes which are abnormal in quantity or characteristic, such as
the dumping of the contents of a basin or tank, the known passage of a slug of
hazardous substance through the facility, or any other unusual circumstances;
b. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater treatment, such as mechanical or electrical failures of
pumps, aerators, compressors, etc.;
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to
such station or facility; or
d. Any time that self-monitoring information indicates that the facility is not in compliance
with its permit limitations.
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.
21. A leakage test shall be performed on the septic tank and dosing tank to insure that any
exfiltration occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24)
hours per 1,000 gallons of tank capacity. The engineer's certification will serve as proof of
compliance with this condition.
22. Upon classification of the facility by the Certification Commission, the Permittee shall
employ a certified wastewater treatment plant operator to be in responsible charge (ORC) of
the wastewater treatment facilities. The operator must hold a certificate of the type and
grade at least equivalent to or greater than the classification assigned to the wastewater
treatment facilities by the Certification Commission. The Permittee must also employ a
certified back-up operator of the appropriate type and grade to comply with the conditions
of Title 15A, Chapter 8A, .0202. The ORC of the facility must visit each Class I facility at
least weekly and each Class II, III, and IV facility at least daily, excluding weekends and
holidays, and must properly manage and document daily operation and maintenance of the
facility and must comply with all other conditions of Title 15A, Chapter 8A, .0202.
23. The Permittee, at least six (6) months prior to the expiration of this permit, shall request its
extension. Upon receipt of the request, the Commission will review the adequacy of the
facilities described therein, and if warranted, will extend the permit for such period of time
and under such conditions and limitations as it may deem appropriate.
Permit issued this the twenty-fourth day of July, 1995
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston' oward, Jr., P .,_ Director
Division o nvironmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0011237
3

No. WQ0011237
24, 1995
ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project,for the
Project. Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit, the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
4

CALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
of Facility: W i L64 -r V(U4 1 SE- jz f) IC G
.vner or Contact Person: C 11, y,
Mailing Addre 0 l 2d
County: r Telephone: iEO& f332 -
Present Classification: New Facility Existing Facility
NPDES Per. No NC,Q Nondisc. Per. No.WQ /�z3 Health Dept.Per No.
Rated by: c� Telephoner 0 Z /-6& Date: -/ 5--S
Reviewed by: Health Dept. Telephone:
Regional Office Telephone: 7-0U- X5/-6 8
Central Office Telephone:
ORC: Grade: Telephone:
Check Classification(s): Sub ace Spray Irrigation Land Application
Wastewater Classification: (Circle On 1 11 III IV �gtal Po' ts:
---------------------------------------------- —(—s`—ut
SUBSURFACE CLASSIFICATION
(check all units that apply)
1.
septic tanks
2.
pump tanks
3.
siphon or pump -dosing systems
4-
sand filters
5.
grease trapfinterceptor
6
oil/water separators
7_
gravity subsurface treatment and disposal:
8.
pressure subsurface treatment and disposal:
SPRAY IRRIGATION CLASSIFICATION
(check all units that apply)
1.
preliminary treatment (dermition no. 32 )
2.
lagoons
3.
septic tanks
4.
pump tanks
5.
pumps
6
sand filters
7
grease trapinterceptor
8.
ofUwater separators
9_
disinfection
10.
chemical addition for nutnent/algae control
11.
spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater in excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATIONIRESIDUALS CLASSIFICATION (Applies only to peril holder)
1. Land application of biosolids, residuals or contaminated soils on a designated she.
--------------------------
WASTEWATER TREATMENT FAGLfIY CLASSIFICATION
The following systems shall be assigned a Class I classification, unto the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case-by-case basis: (Check If Appropriate)
1. OiVwater Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed-loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of oiVwater separators, pumps, air -stripping, carbon adsorption, disinfection
and disposrJ;
6. Aquacufture operations with discharge to surface waters;
7 Water Plant sludge handling and back -wash water treatment;
8. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified it permitted after July 1,
1993 or it upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in writing.

The following scale
is used for rating wastewater treatment facilities: (circle appropriate po,
ITEM POINTS
( t } Industrial Pretreatment Units or Industrial Pretreatment Program (see definition No. 33)...................................................4
(2) DESIGN
FLOW OF PLANT IN gpd (not applicable to non-contaminated cooling waters, sludge handling facilities for
water purification plants, totally closed cycle systems(see definition No. 11), and facilities consisting only of hem
(4)(d)
or Items (4)(d) and (I 1)(d)]
0 - 20.000........................................... .....................................................................................................1
20.001 - 50.000......................................................................................................................................2
50.001 - 100.000.................................... .................................................................................................3
100.001 - 250.000...................................................................................................................................4
250.001 - 500,000..»..._.........................................................................................................................5
500.001 - 1,000,000....................................................„.........................................................................8
1.000.001 . 2.000.000...».......„.............................................................................................................1 0
2.000,001 (and up) rate 1 point additional for each 200,000 gpd capacity up to a maximum of ..„._.„„.....30
Design Flow (gpd)
(3) PRELIMINARY U ITSIPROCESSES (see definition W.32)
(a)
Bar Screens........................................................... „.................... ..............................................................1
or
(b)
Mechanical Screens, Static Screens or Comminuting Devices .... _.......... .„.................................... »...........2
(c)
Grit Rernoval................... ....................................... ..................................................................................
or
(d)
Mechanical or Aerated Grit Removal.............................................................................................................2
(e)
Flow MeasurfngDevice ........... ................................„..................................................................................1
or
(f)
Instrumented Flow Measurement................................................................................................................2
(g)
Preaeratlon...................... .......................................... „............................................................................ 2
(h)
Influent Flow Equalization............................................... ............. ............................................................ 2
(1)
Grease or Oil Separators - Gravity ............................. .............. ............................................................. 2
Mechanical................ ».».»».......................................................................................................................
Dissolved Air Flotation.......„„........................................ ............................................................................
(I)
Prechlorinatlon.........................................................................................................................................5
(4) PRIMARYTREATMENT U ITSrPR7CFSSES
(a)
Septic Tank (see definition No. 43)................... »........ ............... »............................................................. 2
(b)
Imhoff Tank.............. »»............................................................. ..............................................................
(c)
Primary ClarHlers........... ..»...........................................................................................................................
(d)
Settling Ponds or Settling Tanks for Inorganic Non-toxic Materials (sludge handling facilities for water
purification plants, sand, gravel, stone, and other mining operations except recreational activities such as gem
orgold mining)......................................................................................................................................2
(5) SECONDARYTREATMENT UNTi51PRJCESSES
(a)
Carbonaceous Stage
(1) Aeratlon-High Purity Oxygen System, ............ ........ ......................................................20
DiffusedAir System ................................. »........ ........................................................... 10
Mechanical Air System (fixed. floating or rotor)„...„........».............».......................„.........8
Separate Sludge Reiteration ......... ....... ...... ..... »........................................................... 3
(1I) Trickling Rker
HighRate................................. ... ..... ........ »...».......................................................... 7
StandardRate.........................»»...»..».........»»....».................................. ..............5
PackedTower........................... ..... ............... .............................................................
(III} Biological Aerated Filter or Aerated Biological Filter »...__.»».»».......»......»..».»».....»...».10
(Iv) Aerated Lagoons........................... ............. ......... ...................................................... 10
(v) Rotating Biological Contactors ..... ......... ............... .................................................... 10
(VI) Sand Filters -intermittent biological ..... .............................................. ...........................2
Recirculatingbio(ogical................. »................. ».............................................................. 3
(VII) Stabilization Lagoons....................................... .............................................................
(vill) Clarrar....................................... .................................................................................5
(Ix) Single stage system for combined carbon, ous removal of BOD and nitrogenous removal by
nitrification (see definition No. 12)(Points for this hem have to be In addition 10 hems
(5)(a)(1) through (5)(a)(vill),
utilizing the extended aeration process (see definition No.3a)..........................................2
utilizing other than the extended aeration process ........... .............................................. 8
(x) Nutrient additions to enhance BOD removal .......... ........................................................... 5
(xl) Biological Culture ('Super Bugs')addrtbn......... .............................................................. 5
(b)
Nitrogenous Stage
(I) Aeration - High Purity Oxygen System ........... »».................................................... 0
Dthused Air System .................... ...... ........................................................................... 10
Mechanical Air System (fixed. floating or rotor)„...».._................................................ 8
SeparateSludge Reaeratlon.......... „.................................................................................3
(II) Trickling Filter-High Rate............................„.....................................................................7
Standard Rate.......................... ....... .............................................................................5
PackedTower............................»....».............».............................................................5
(111} Biological Aerated Filter or Aerated Biological Filter .»»...............».............»........................10
(Iv) Rotating Biological Conlactors...... _...».............„..........................................................10
(v) Sand Fitter- Intermittent biological ._...............................................................................2
Recirculating biological..„.................................................................................................3
(VI) clarifier ..........................................................................................................................
(6) TERTIARY OR ADVANCED TREATMENT UNIT5rPiFIOCESSES
(a)
Activated Carbon Beds -
withoutcarbon regeneration................ »... ».............. ..............................................................
withcarbon regeneration.......................................... ........................................................... 15
(b)
Powdered or Granular Activated Carbon Feed•
Wthout carbon regeneration..................................„.............................................................5
-with carbon regeneration............................. ...................................................................... 15
(c)
Air strlpping.............................................................».»...........................................................................5
(d)
Denttr fIcation Process..............................................................................................................................10
(e)
Electrodialysis ............... ....................................................... ....»............................................................5
(f)
Foam Separation ............ »..................................... ».................................................................................. 5
(0)
Ion Exchange................................................................_...........................................................................5
(h)
land Application of Treated Effluent (see definition No. 22b) (not applicable for sand, gravel, stone
and other similar mining operations) by high rate Infiltration ............ ......... „..................................................4
(1)
Microscreens................................................................................................... ..........................................5
(1)
Phosphorous Removal by Biological Processes (See definition No. 26)........................................................20
(k)
Polishing Ponds - without aeration..........................................................:.................................................2
i,. ,n

Facilities having a rating of one through iour points. Inclusive, do not require a centfied operator.
Facilities having an activated sludge Process wig be assigned a minimum classification of Class It.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class IL
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III.
XU DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physlcaVchemloal method for reducing soluble organic material from wastewater effluent; The column -type beds used In this
method will have a flow rate varying from two to eight gallons per minute per square loot and may be ehher upflow or downfiow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant she;
(2) Aerated Lagoons. A basin In which all solids are maintained In suspension and by which biological oxidation or organic matter Is reduced through artificially
accelerated transfer of oxygen on a flow-through basis;
(3) Aeration. A process of bringing about Intimate contact between air or high purity oxygen In a liquid by spraying, agitation or diffusion;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4) Agriculturally managed site. Any she on which a crop is produced, managed, and harvested (Crop Includes grasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonlum ion is first convened to dissolved ammonia (pH adjustment) with the ammonia then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed impurities;
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve 'secondary' effluent limits;
(8) Centrifuge. A mechanical device In which centrifugal force is used to separate solids from liquids or to separate liquids of difterem denst:as-.
(9) Chemical Addition Systems- The addition of chemlcal(s) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specific resuh will be considered one
system; the capability to add chemicals) to dual units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(t0) Chemical Sludge Conditioning. The addition of a chemical compound such as lime, ferric chloride, or a polymer to wet sludge to coalesce the mass prior to
its application to a dewatering device;
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing inorganic, non-toxic materials from sand, gravel,
crushed stone or other similar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
cin% r..,..ni_4 nm -vi of radinnacoous BOD and Nitrogenous Removal by Nitrification- A single stage. system required to achieve permit effluent limits on BOD
\_J
Post Aeration - cascade..................... .........................................
..................................................
.........................................................2
diffused or mechanical..................
tm)
Reverse Osmosis........................................................................................................................................5
2
(n)
Sand or Mixed-Media Filters - low rate....................................................................................................---
highrale.....................................................................5
5
(o)
Treatment processes for removal of metal or cyanide...................................................................................1
tot removal of toxic materials other than metal or cyanide.........................................._.15
(p)
treatment processes
(7)
SLUDGETREATMENT
(a)
Sludge Digestion Tank - Heated (anaerobic)...............................................................................................10
5
Aerobic..................... .......................................................................................................................
Unheated(anaerobic)...............................................................................................................................3
(b)
Sludge Stabilization (chemical or thermal)...................................................................................................5
c
( 1
e Drying Beds - Gravity .......................................................................................................2
Slu ry y............... .--5
VacuumAsssisted...................................................................................................................................
(d)
Sludge Elutriation........................................................
............................................................................
(e)
Sludge Conditioner (chemical or thermal)........................................................»..........................................5
(f)
Sludge Thickener (gravity).........................................................................................................................5
(g)
Dissolved Air Flotation Unit (not applicable to a unit rated as(3)(1)].............................................................8
(h)
Sludge Gas Utilization (including gas storage) ...................................................................... ..............._...
(1)
Sludge Holding Tank - Aerated.......................................... _........................................................................
(])
Nort-aerated ............................................................................. ................................................................
Sludge Incinerator (not including activated carbon regeneration)................................................................ 10
(k)
Vacuum Filter, Centrifuge, or Filter Press or other similar dewatering devices ... ...... ..................................__.10
(8)
RESIDUALS UfILiZATIONlDISPOSAL (including incinerated ash) 2
(a)
(b)
Lagoons ...........................................................................................................
Land Application (surface and subswface) (see definition 22a)
landfill operator who holds the land application permit
by contracting to a land application operator or
(c)
orlandfill permit......................................................... ...............................................................................2
Dedicated Landfill(burial) by the permittee of the wastewater treatment facility.......................... .................. 5
(9)
DSINFECDCJ
5
(a)
Chlorination..........................................................................................................................................
(b)
Dechlorination..........................................................................................................................................5
5
(c)
Ozone ......................................................................................................................................................
(10)
(d) Radiation............................................... .............................................................................................»....5
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) (not applicable to chemical additions rated as hem (3)U).
(5)(a)(xl).
(6)(a), (6)(b), (7)(b), (7)(e), (9a). (9)(b) or (9)(c) 5 points each: 5
List................................................................................................................................
.....********­"..5
....................
. S
(1 1)
..............
MtSCEEFq E0US UNnWP OCESSES
(a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from reining
operations containing nhrogen or phosphorus compounds In amounts significantly greater than Is common
(b)
fordomestic wastewater.............................................................................................................».....4
Effluent Flow Equalization (not applicable to storage basins which are inherent In land application systems)-...2
(cj
Stage Discharge (rot applicable to storage basins inherent in lanai application systems)..»..._...»...»......»_._..5
(d)
Pumps........................................................ .............................................................................3
(e)
Stand-By Power Supply............................................................... ................................................3
(()
. ..........
Thermal Pollution Control Device..... .........................................................................
....
TOTALPOINTS.......................................................... ..... ...
CLASSIFICATION
5-25 Points
Class1
.........................................................................................................
Points
Class11
.........................................................................................................26.50
Points
classIII
-----------------------------------------------------------
........................................................................................................51-65
ClassIV .......................................................................................................66-Up Points
Facilities having a rating of one through iour points. Inclusive, do not require a centfied operator.
Facilities having an activated sludge Process wig be assigned a minimum classification of Class It.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class IL
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III.
XU DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physlcaVchemloal method for reducing soluble organic material from wastewater effluent; The column -type beds used In this
method will have a flow rate varying from two to eight gallons per minute per square loot and may be ehher upflow or downfiow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant she;
(2) Aerated Lagoons. A basin In which all solids are maintained In suspension and by which biological oxidation or organic matter Is reduced through artificially
accelerated transfer of oxygen on a flow-through basis;
(3) Aeration. A process of bringing about Intimate contact between air or high purity oxygen In a liquid by spraying, agitation or diffusion;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4) Agriculturally managed site. Any she on which a crop is produced, managed, and harvested (Crop Includes grasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonlum ion is first convened to dissolved ammonia (pH adjustment) with the ammonia then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed impurities;
(7) Carbonaceous Stage. A stage of wastewater treatment designed to achieve 'secondary' effluent limits;
(8) Centrifuge. A mechanical device In which centrifugal force is used to separate solids from liquids or to separate liquids of difterem denst:as-.
(9) Chemical Addition Systems- The addition of chemlcal(s) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capability to experiment with different chemicals and different application points to achieve a specific resuh will be considered one
system; the capability to add chemicals) to dual units will be rated as one system; capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(t0) Chemical Sludge Conditioning. The addition of a chemical compound such as lime, ferric chloride, or a polymer to wet sludge to coalesce the mass prior to
its application to a dewatering device;
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing inorganic, non-toxic materials from sand, gravel,
crushed stone or other similar operations. Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
cin% r..,..ni_4 nm -vi of radinnacoous BOD and Nitrogenous Removal by Nitrification- A single stage. system required to achieve permit effluent limits on BOD

(15) Electrodialysls. Process for removing Ionized salts from water through the use of ion -selective Ion -exchange membranes:
(16) Filter Press. A process operated mechanically for partially dewatering sludge;
(17) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materials through
the introduction of air In the form of fine bubbles; also called foam fractionation;
(18) Grit Removal. The process of removing gra and other heavy mineral matter from wastewater,
(19) Imhoff Tank. A deep two story wastewater lank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumented Flow Measurement. A device which Indicates and records rate of flow;
(21) Ion Exchange. A chemical process in which Ions from two different molecules are exchanged;
(22) Land application:
(a) Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
Q.s., chisel plow); [not applicable for types of sludge described in (11) of this Rule];
(b) Treated Effluent. The process of spraying treated wastewater onto a Land area or other methods of application of wastewater onto a land area as a
means of final disposal or treatment.
(23) Microscreen. A low speed, continuously back -washed, rotating drum filler operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24) Nitrification Process. The biochemical conversion of unoxidized nitrogen (ammonia and organic nitrogen) to oxidized nitrogen (usually nitrate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal. Biological. The removal of phosphorus from wastewater by an oxiclanoxb process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatment units to Increase effluent D.O. or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen Is added to the effluent by a nonmechhanical, gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though this Is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon Is feed controlled Into the system;
(31) Preaeration. A tank constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unit operations In the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) industrial Pretreatment.
(a) Pre-treatment Unit, Industrial. The conditioning of a waste at Its source before discharge, to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction in bad on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-treatment Program, Industrial - must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater Is passed In a treatment works for the purpose of removing settleable and suspended
solids and BOD which Is associated with the solids;
(35) Pumps. All Influent, effluent and In -plant pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process In which a heavy contaminated liquid Is pressurized through a membrane forming nearly pure liquid free from
suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process in which wastewater flows through tanks In which a series of partially submerged circular
surfaces are rotated;
(39) Sand Filters:
(a) Intermittent Biological. Flhratlon of effluent following septic tanks, lagoons, or some other treatment process In which further blodecompositbn is
expected to produce desired effluents; Hydraulic loading rates on these filters are computed in gpd/ac and have a resulting low gpm/sl (less than one);
b) Recirculating biological - the same type of sand filter as defined in Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back
through the sand fiher,
(40) Sand or Mixed•Media Filters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a) low rate — gravity, hydraulically loaded filter with loading rates in the one to three gprrl/sf range;
(b) high rate — a pressure, hydraulically loaded fitter with loading rates In the five gprrh/sf range; At any, fate, the loading rate will exceed three gprNsf;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeration. A part of the contact stabilization process where the activated sludge Is transferred to a tank and aerated before returning It
to the contact basin;
(43) Septic Tank A single -story settling tank In which settled sludge is in contact with the wastewater lowing through the tank; shall not be applicable for
septic tank systems serving single family residences having capacity of 2,000 gallons or less which discharge to a nitrification field;
(44) Sludge Digestion. The process by which organic or volatile matter and sludge Is gasified, liquefied, mineralized or converted into more stable organic matter
through the activity of living organisms, which includes aerated folding tanks;
(45) Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(46) Sludge Elutriation. A process of sludge condnloning in which certain constituents are removed by successive washings with fresh water or plart effluent;
(47) Sludge Gas Utilization. The process of using sewage gas for the purpose of heating buildings, driving engines, eta;
(48) Sludge Holding Tank (Aerated and Nonaerated). A tank utilized for small wastewater treatment plants rho( containing a digester In which sludge may be
kept fresh, and supernatant withdrawn prior to a drying method (i.e. sludge drying beds); This may be done by adding a small amount of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) wflhout resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum'sludge and 10 remove a8 moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical orThermal� A process to make treated sludge less odorous and putrescible, and to reduce the pathogenic organism
content; This may be done by pH adjustment, chlorine dosing, or by heat treatment;
(51) Sludge Thickener. A type of sedimentation tank In which the sludge is permitted to settle and thicken through agitation and gravity
(52) Stabilization Lagoon. A type of oxidation lagoon in which biological oxidation of organic matter is effected by natural transfer of oxygen to the water frons
air (not a polishing pond);
(53) Stand -By Power Supply. On site or portable electrical generating equipment;
(54) Static Screens. A stationary screen designed to remove solids. Including non-blodegradable particulate (floatable solids, suspended solids and BOD
reduction) from municipal and Industrial wastewater treatment systems;
(55) Tenlary Treatment. A stage of treatment following secondary which is primarily for the purpose of eltluart polishing; A settling lagoon or sand or coal fitter
might be employed for this purpose;
(56) Thermal Pollution Control Device. A device providing for the transfer of heat from a fluid flowing In tubes to another fluid outside the tubes, or vice versa;
or other means of regulating liquid temperatures;
(57) Thermal Sludge Conditioner. A conditioning process by which heat is added for a protracted period of time to Improve the dewaterab)ftly of sludge by the
solubiiizing and hydraulizing of the smaller and more highly hydrated sludge particles;
(58) Toxic Materials. Those wastes or combinations of wastes. Including disease -causing agents which after discharge and upon exposure, Ingestion. Inhalation
or assimilation Into any organism, either directly from the environment or indirectly by ingestion through food chains, will cause death, disease, behavioral
abnormalities. cancer, genetic mutations, physiological malfunctions (including malfunctions In reproduction) or physical deformations. in such organisms or their
offspring; Toxic materials Include, by way of Illustration and not limitation: lead, cadmium, chromium, mercury, vanadium, arsenic, zinc, onho-nhro-chlorobe nzens
(ONCE), polychlorinated biphenyls (PCBs) and dlchbrodiphenyl trichloroethane (DDT); and any other materials that have or may hereafter be determined to have
toxic properties;
(59) Trickling Flier. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater Is distributed; A high rate trickling
filter Is one which operated at between 10 and 30 rngd per acre. A low rate trickling filter Is one which is designed to operate at one to lour mgd per acre;
(60) Trickling Flher (Packed Tower). A plug flow type of operation In which wastewater flows down through successive layers of media or filtrate material; Organic
material Is removed continually by the active biological fixed growth In each successive layer. This method may produce 'secondary' quality effluent, or may be
adapted to produce a nitrified effluent;
(61) Vacuum Flhor. Centrhugos, or Flher Presses. Devices which are designed to remove excess water from either digested or undigested sludge prior to disposal
or further treatment.

_e of North Carolina
apartment of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P; E., Director
June 29, 1995
MR GARY MCDOWELL
ASHEVILLE VAULT SERVICE
2239 SMOKEY PARK HWY.
CANDLER, NORTH CAROLINA 28715
Subject: Application No. WQ0011237
Wilbert Vault Service
Recycle Facility
Buncombe County
Dear MR MCDOWELL:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 27, 1995. This application has been assigned the number listed above.
..PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Ray Cox for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contAct-you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, priorao final action by the
Division.
If you have any questions, please contact Ray Cox at [phone] extension 549. If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly. Please
reference the above application number when leaving a message.
Sirs erely,
;Carolyn M Caskill
Supervisor, State Engineering Revi
cc: Asheville Regional Office
n 10
McGill Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

�="�, r
�,

State of North Carolina
Department of Environment, Health, and Natural Resources
Division— of Environmental Management
Non -Discharge Permit Application
(PHIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
RECYCLE FACILITIES
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Asheville Vault Service, Inc.
2. Print Owners or Signing Official's Name and Title (the person who is .legally
responsible for the facility and its compliance): Gary C. McDowell, Vice Pres.
3. Mailing Address:
2239 Smokey Park Hwy
City: Candler State: NC Zip:
Telephone No.: ( 800 ) 332-6016
28715
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Wilbert Vault Service
5. Application, Date:
June 8, 1995
7. County where project is located: Buncombe
8. Latitude: 35032140" - Longitude
11. PERMIT INFORMATION:
6. Fee Submitted: $ 400
82°44'05"
of recycle facility location
1. Permit No. (will be completed by DEM):
2. Specify whether project is: X new; renewal*; modification.
* If renewal, complete only sections I, II, III, & applicant signature
(on pg.6). Submit only pgs. 1, 2, 6 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of -a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is public or x private.
FORM: RFAC 4/91 Page 1 of 7

�j
III. INFORMATION ON WASTEWATER:
1. Nature of Wastewater: % Domestic;
RECYCLE
PAGE 2 (4/9,
% Commercial;
100 % 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.:
Industrial - washwater (hose wash)
3. Volume of recycle water generated by this project: 200 (estimatteries gallons per day
VC -L4. Explanation of how recycle water volume was determined:
estimated based on spray
washing 20 concrete forms/day @ 10 gpd/form .
5. Brief project description: concrete vaults are poured in steel forms; forms
are sprayed off after dismanteling with hose to wash off concrete ch*ps;
0Tra1.7 WA.-PY iS recvcle d.
IV. DESIGN INFORMATION
1. Provide a brief listing of the components of the recycle facilities, including dimensions,
capacities, and detention times of tanks, pumping facilities, high water alarms, filters,
ponds, lagoons, etc.: two (2) 1000 gallon State approved septic tanks;
detention times variable (10 days+) ; Red Jacket 33 RJB, 10 g -r -m, 30 psi,
1/3H_
2. Name of closest downslope surface waters: unnamed tributary to HominyCreek
3. Classification of closest downslope surface waters: C (as established
by the Environmental Management Commission & specified on page 4 of this
application).
4. If a power failure at the facility could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H.0200: no washing will take place during Mower
failure, therefore no water will be used.
5. The facilities must conform to the following buffers (and all other applicable buffers):
a) 400 feet between a lagoon and any residence under separate ownership;
b) 100 feet between a surface sand filter and any residence under separate ownership;
c) 100 feet between recycle facilities and a water supply source;
d) 50 feet between the recycle facilities and property lines;
2of7
t

RECYCLE FACILITIES
PAGE 3 (4/91)
6. If any of the buffers specified in no. 5 above are not being met, please explain how the
proposed buffers will provide equal or better protection of the Waters of the State with
no increased potential for nuisance conditions:
N/A
7. Are any components of the recycle facility located within the 100 -year flood plain?
yes; x no. If yes, briefly describe the protective measures being taken to protect
against flooding.
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
C. Five sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a site map which
indicates where any borings or hand auger samples were taken, along with buffers,
structures, and property lines. Each sheet of the plans and the first page of the specifications
must be signed and sealed.
d. For industrial wastewater, a complete chemical analysis of the typical wastewater
must be provided. The analysis may include, but shall not be limited to, Total Organic
Carbon, BOD, COD, Chlorides, Phosphorus, Nitrates, Phenol, Total Trihalomethanes,
TCLP analysis, Total. Halogenated Compounds, Total Coliforms, and Total Dissolved
Solids.
e. If lagoons are a part of the facilities and the recycle water is industrial, provide a
hydrogeologic description of the subsurface to a depth of 20 feet or bedrock, whichever is
less. The number of borings shall be sufficient to define the following for the area
underlying each major soil type at the site: significant changes in lithology, the vertical
permeability of the unsaturated zone, the hydraulic conductivity of the saturated zone, and
the depth of the mean seasonal high water table.
f. Five copies of all reports, evaluations, agreements, supporting calculations, etc., must be
submitted as a part of the specifications which are signed and sealed by a North Carolina
Professional Engineer. Although certain portions of this required submittal must be
developed by other professionals, inclusion of these materials under the signature and seal
of a North Carolina Professional Engineer signifies that he has reviewed this material and
has judged it to be consistent with his proposed design.
g. Five copies of the existing permit if a renewal or a modification.
3of7

� RECYCLE Fi,
PAGE 4 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters;
unnamed tributary to Hominy CreektJc
Classification (as established by the Environmental Management Commission): C
Proposed Classification, if applicable: N/A
Signature of regional office personnel: Date:
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items 1 through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1.
2.
Applicant (corporation, individual, or other): Asheville Vault Service, Inc.
Name and Complete Address of Engineering Firm.
P.O. Box 2259
City: Asheville State: NC
Telephone No. [phone]
3. Project Name:
Wilbert Vault Service
4. Storage Facility Volume:
2000
5. Name of closest downslope surface waters:
McGill Associates, P.A.
Zip: 28802
6. County(s) where project and surface waters are located: Bancombe
7. Map name and date: Enka, NC - 1961
8. North Carolina Professional Engineer's Registration No.
9. Print Name of Engineer Gary D. Davis, P.E.
10. Seal and Signature (specify date):
4of7
12296
gallons

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
Buncombe
Madison
Bertie
Lenoir
Burke
McDowell
Camden
Martin
Caldwell
Mitchell
Chowan
Pamlico
Cherokee
Polk
Craven
Pasquotank
Clay
Rutherford
Currituck
Perquimans
Graham
Swain
Dare
Pitt
Haywood
Transylvania
Gates
Tyrell
Henderson
Yancy
Greene
Washington
Jackson
Hertford
Wayne
Fayetteville Regional WQ Super._-
Mooresville Regional WQ Super.
Wachovia Building, Suite 714
= 919 North Main Street
Fayetteville,
NC 28301
Mooresville, NC 28115
919/486-1541
704/663-1699
Anson
Moore
Alexander . •
Mecklenburg
Bladen
Robeson
Cabaints
Rowan
Cumberland
Richmond
Catawba
Stanly
Harnett
Sampson
Gaston
Union
Hoke
Scotland
Irsdell
Cleveland
Montgomery
Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919!161-2351
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Sung
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadldn
Guilford
Wake
5of7
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Super.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
919/395-3900
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin

Name and Complete Address of Engineering Firm:
P.O. Box 2259
City: Asheville
Telephone No.
[phone]
State:
f `� RECYCLE f .
�� PAGE 6 (4/91)
McGill Associates, P.A.
NC
Zip:
28802
Professional Engineer's Certification:
1, Gary D. Davis , attest that this application for Asheville Vault
Service, Inc. has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration.No,
Print Name of Engineer Gary D. Davis, P. E.
CAR
Seal and Signature (specify date): �•cQ�s 55
12296
rty
296 "
Applicant's Certification:"„"`�►
I, Gary C. McDowell , attest that this application for
Asheville Vault .Service, Inc.
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. /^ -I /I
Signatui
Date
THE C0IIfPLETF APPLICATION PACKAGE, INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY- STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
6of7

RECYCLE FACILITIES
PAGE 7 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY
NEW APPLICATIONS/
RENEWALS WITHOUT
MODIFICATIONS
MODIFICATIONS
> 1,000,000 GPD
Industrial
$400
$300
Domestic/Cooling Water
$400
$300
10,001 - 1,000,000 GPD
Industrial
$400
$250
Domestic/Cooling Water
$400
$250
1,001 - 10,000 GPD
Industrial
$400
$200
Domestic/Cooling Water
$400
$200
< or = 1,000 GPD and
Single Family Dwelling
$240
$120
Sludge < or = 300 Acres
$400
$250
Sludge > 300 Acres
$400
$250
Sewer Extensions
(nondelegated)
$400
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.
7of7

WGILL ASSOCIATES, P.A.
CONSULTING ENGINEERS
June 23, 1995
Ms. Carolyn McCaskill, Supervisor
North Carolina Department of Environment,
Health and Natural Resources
Division of Environmental Management
Permits and Engineering Unit
Post Office Box 29535
Raleigh, North Carolina 27626-0535
RE: Wash Water Recirculation System
Wilbert Vault Company
Sewer Line Extension
Dear Ms. McCaskill:
The subject project is located in Candler, North Carolina and includes the installation
of two (2) State approved septic tanks and a recirculating pump with appurtenances for
collection and recirculation of equipment wash -down water.
The project generally consists of the installation of a recirculating system to recirculate
the wash water used in washing down metal forms used in the construction of concrete burial
vaults. The forms will be sprayed down by hose to clean the forms of the bits of concrete that
remain after the forms are broken down after the concrete sets. The water will flow to a
trench drain which extends to two (2) precast 1000 gallon septic tanks in series where the
recirculating pump draws water from the downstream end of the second tank.
No chemicals are used in the operation. There is also no chance of overflow since the
tanks will only collect at the upstream end what is being pulled out by the pump at the
downstream end. The volume of water is totally dependent on how often the forms are
cleaned which is estimated at approximately 20 per day for a total flow rate of 200 gallons per
day. Our understanding as to the reason for this submittal is that this is classified as
"industrial waste".
On behalf of the applicant, we hereby submit for your review and approval the
following items:
1. Three (3) sets of plans and specifications.
P.O. BOX 2259 / 704/252-0575 / 55 BROAD STREET
ABHEVILLE, NC 28802 704/252-2518 [FAX) ASHEVILLE, NC 28801

Ms. Carolyn McCaskill, Supervisor
June 23, 1995
Page 2
2. A check for $400 to cover processing fees.
3. One (1) original and three (3) copies of the executed application form.
We would appreciate your timely review/approval of this application. If you have any
questions or comments, please do not hesitate to contact us.
Sincerely,
McGILL ASSOCIATES, P.A.
GARY D. DAVIS, P.E.
GDD:mcm
Enclosures
cc: Hank Richie
Max Haner
95186.01
CM23.JUN

�t..-.,� F��
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.4orth Carolina
.ment of Environment,
.nth and Natural Resources
,vision of Environmental Management
ames B. Hunt, Jr., Governor
onathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Gary C. McDowell
Asheville Wilbert Vault
420 Airport Wilbert Vault
Arden, NC 28704
Dear Mr. McDowell:
March 25, 1994
Subject: General Permit No. NCG070000
Asheville Wilbert Vault
COC NCG070061
Buncombe County
In accordance with your application for discharge permit received on February 21, 1994, we are
forwarding herewith the subject certificate of coverage to discharge under the subject state - NPDES genera
1
permit. This permit is issued pursuant tto the requirements of North Carolina General Statute 143-215.and the
Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated
December 6, 1983.
If any parts,. measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the Division
of Environmental Management. The Division of Environmental Management may require modification or
revocation and reissuance of the certificate of coverage.
This permit does not affect the legal requirements to obtain other permits which may, be required by the
Division of Environmental Management or permits required by the Division of Land Resources, Coastal Area
Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mr. Bill Mills at telephone number 919/733-
5083.
Sincere(l iti,il SF,&,r e, -t ` y
Coleen H, Sullins
A. Preston Howard, Jr., P. E
cc: Asheville RegionalOffice r r
Z
PEAR 5 M4a
r
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

% '
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
STORMWATER DISCHARGES
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Asheville Wilbert Vault
is hereby authorized to discharge stormwater from a facility located at
Asheville Wilbert Vault
420 Airport Road
And
Buncombe County
to receiving waters designated as Higgins Branch in the French Broad River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, H, III
and IV of General Permit No. NCG070000 as attached
This certificate of coverage shall become effective March 25, 1994
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day March 25, 1994
Or ginal Signed By
r-oleep H. Sullins
A. Preston Howard, Jr., P.E.
Division of Environmental Management
By Authority of the Environmental Management Commission

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SOC PRIORITY PROJECT: YES NO XX_
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION.
ATTENTION: —Kristen Miguez
DATE: November 30, 1999
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
COUNTY Buncombe
PERMIT NUMBER WQ0011237
PART I - GENERAL INFORMATION
1. Facility and Address:
Asheville Vault Service, Inc
2239 Smokey Park Hwy
Candler, North Carolina 28715
2. Date of Investigation: November 23, 1999
3. Report Prepared By: Max L. Haner
4. Persons Contacted and Telephone Number: Jim Freeman [phone]
5. Directions to Site: Existing facility is adjacent to NC Hwy 19/23
(2239 Smokey Park Hwy), approximately
0.2 miles east of NCSR 1141 (Luther Road)
Buncombe County west of Candler, N.C.
6. Size (land available for expansion and upgrading): Adequate
7. Topography (relationship to 100 year flood plain included): Not in
flood plain.
Attach a U.S.G.S. map extract and indicate facility site.
U.S.G.S. Quad No. E8SW U.S.G.S. Quad Name Enka, N.C.
Latitude: 350 32! 40" Longitude:. 820 441 05"
Page 1

S. Any buffer conflicts with location of nearest dwelling and water
supply well? Yes No XX If Yes, explain:
9. Watershed Stream Basin Information: Nearest Stream: UT to Hominy
Creek
a. Watershed Classification: Class 1°C"
b. River Basin and Subbasin No.: French Broad 040302
c. Distance to surface water from disposal system: >300 Ft (est)
PART H - DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a. Volume: 0.000200 MGD (Design Capacity)
Residuals: N/A tons per year
b. Types and quantities of industrial wastewater: Washwater from
cleaning of concrete vaults after forms dismantled.
C. Pretreatment Program (POTWs only): N/A
in development approved
should be required not needed
2. Treatment Facilities
a. What is the current permitted capacity of the facility? N/A
b. What is the actual treatment capacity of the current facility
(design volume)? 200 GPD
C. Please provide a description of existing or substantially
constructed wastewater treatment facilities: . The existing
system consists of two (2) septic tanks in series to be used
for settling inorganic solids from washwater prior to washwater
recycling from the second tank via a single 10 gpm pump.
d. Please provide a description of proposed wastewater treatment
facilities
N/A
Page 2

s. Residuals handling and utilization/disposal scheme:
a. If Residuals are being land applied, please specify DEM Permit
Number
Residual Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify): Concrete solids
removed from system put on gravel parking area.
4. Treatment plant classification (attach completed rating sheet): I
5. SIC Code(s): 3272
Wastewater Code(s) of actual wastewater, not particular facilities
i.e., non -contact cooling water discharge from a metal plating
company would be 14, not 56.
Primary: 83 (similar) Secondary:
Main Treatment Unit Code: 53000
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant funds
(municipals only)? N/A
2. Special monitoring requests: None
3. Important SOC, JOC or Compliance Schedule dates: (Please indicate)
N/A
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Other Special Items: None
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
This system appears to be properly operated and maintained without
discharge or adverse impact to surrounding environment. No problems
were noted with system design or function It is recommended that
the permit be reissued as early as possible.
Signature of Report Preparer
Water Quality Regional Supervisor
-7-
Date
-ZDate

WATER POLLUTION CONTROL SYSTEM OPERATORS
CERTIFICATION COMMISSION
CLASSIFICATION
RATING SHEET FOR WATER POLLUTION CONTROL SYSTEMS
FACILITY INFORMATION:
NAME OF FACILITY: As a lle hm&r 5;zlJl of =L
.?_.z 39 S M0JZ6r aAO-k- /4y
MAILING ADDRESS: e!!: abZZW, k °tom Z871S
COUNTY: Ou conn L.Q.
CONTACT PERSON: 6V:j VVkCQ ,yJe-(( TELEPHONE: ( 828)965-^ Go 71f 1
PERMIT NO: WA DO//.Z:?7 Check One: NC WQ !� HEALTH DP,
ORC:
TELEPHONE: (_)
RATING INFORMATION: (Before completing this section, please refer to pages 2-4)
PERMITTED FLOW: o• dboz MGD BNR? YES NO
CHECK CLASSIFICATION: WASTEWATER: 1
�j COLLECTION: 1
0�
SPRAY IRRIGATION SUBSURFACE
2
3
.4
2
3
4 -
LAND APPLICATION
PHYSICALICHEMICAL GRADE I GRADE II
RATED BY: REGION: DATE: t,° 19
REGIONAL OFFICE TELEPHONE NUMBER: ( I EXT:

Classification of Biological Water Pollution Control Treatment Systems:
Grade I Biological WPCS
- Septic tanWsand filter systems
- Biological lagoon systems
- Constructed wetlands and associated appurtenances
Grade II Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
less than or equal to 0.5 million gallons per day (mgd)
Grade III Biological WPCS
- Systems that utilize an activated sludge or fixed growth process with a permitted flow
of greater than 0.5 through 2.5 million gallons per day (mgd)
- Grade II systems that are required to achieve biological nutrient reduction
Grade IV Biological WPCS
- Systems that utilizing an activated sludge or fixed growth process with a permitted flow
of greater than 2.5 million gallons per day (mgd)
- Grade III systems that are required to achieve biological nutrient reduction
* Biological Nutrient Reduction -
The reduction of total nitrogen or total phosphorous by an activated sludge or fixed growth
process as required by the facilities permit.
Classification of Collection Water Pollution Control Systems:
(whichever provides lowest grade)
Same grade as biological water pollution control system. Grade of system:
Based on population served:
1,500. or Less = Grade I
1,501 to 15,000 = Grade II
15,001 to 50,000 = Grade III
50,001 or more = Grade IV

Classification of Spray Irrigation Water Pollution Control Systems:
Systems which utilize spray irrigation for the reuse or disposal of wasterwater.
These systems include: septic tanks, sand filter, oil/water separators, lagoons,
storage basins, screening, sedimentation. Systems other than those listed above
shall be subject to additional classification.
Classification of Land Application of Residuals Systems:
Systems permitted and dedicated for land application of residuals that are produced by a
water pollution control system or contaminated soils.
Classification of Physical/Chemical Water Pollution Control Treatment Systems:
Grade I Physical/Chemical: Any water pollution control system that utilizes a primarily
physical process to treat wastewater. This classification includes groundwater
remediation systems. **
Grade II Physical/Chemical: Any water pollution control system that utilizes a primarily
chemical process to treat wastewater. This classification includes reverse osmosis,
electrodialysis, and ultrafiltration systems. **
** Any water pollution control system that utilizes a phyicallchemical process to enhance an
activated sludge or fixed growth process, shall not be subject to additional classification.
Classification of Subsurface Water Pollution Control Systems:
= Systems which utilize the soil for subsurface treatment and disposal of wastewater
and/or are required to have a certified operator under 15A NCAC 18A.1961. * * *
*** Any subsurface system that has as part of its treatment process a water pollution control
systems that may be classified under Rules .0302 through .0307 of this section shall be
subject to addional classification.

Definitions
Activated Sludge - shall mean a biological wastewater treatment process in which predominantly
biodegradable polluntants in wastewater are absorbed, or adsorbed by living aerobic organisms and
bacteria.
Chemical Process - shall mean a wastewater pollution control system process consisting
exclusively of the addition of chemicals to treat wastewater.
Collection System - shall mean a continuous connections of pipelines, conduits, pumping
stations, and other related constructions used to conduct wastewater to the water pollution
control system.
Electrodialysis System - shall mean a system utlizing a selective separation of dissolved solids
process that is based on electrical charge and diffusion through a semipermeable membrane.
Physical Process - shall mean any water pollution control system process consisting of
electrodialysis, adsorption, absorption, air stripping, gravimetric sedimentation, floation, and
filtration as a means of treatment.
Reverse Osmosis System - shall mean a system which utilizes solutions and semipermable
membranes to separate and treat wastewater.
Ultrafiltration System - shall mean a system which utilizes a membrane filter to remove
pollutants from wastewater.
Water Pollution Control System - shall mean any system for the collection, treatment, or
disposal of wastewater and is classified under the provision of G.S. 90A-37.
Note Please refer to G.S. 90A-37 for additional information and definitions.

.4orth Carolina
Lment of Environment
a Natural Resources
_,Ivision of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Gary C. McDowell, Vice President
Asheville Vault Service, Inc.
2239 Smoky Park Hwy
Candler, North Carolina 28715
Dear Mr. McDowell:
Subject: Applications No. WQ0011237
Wilbert Vault Service
Recycle Facilities a`
Buncombe County sl-af "ACA
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 27, 1999. This application has been assigned the number listed above.
Your project has been assigned to Ms. Kristin Miguez for a detailed engineering review. Should there
be any questions concerning your project, the review will contact you with a request for additional information.
Be aware that the Division's Regional Office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the division.
If you have any questions, please contact Ms. Kristin Miguez at 919/733-5083 ext. 524. If the engineer
is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON
THIS PROJECT.
Sincerely,
fk"—
Mr. Kim H. Colson, P.E.
Supervisor, Non -Discharge Permitting Unit
cc: Asheville Regional Office, Water Quality
1617 Mail Service Center, Raleigh North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

i' .

I.
i
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non -Discharge Permit Application Form I'C � „ '� s
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) t_ t
RECYCLE FACILITIES 0C 14,
Fd d
GENERAL INFORMATION:,5
1. Applicant' s name (please specify thenameof the municipality, corporation, individual, etc.):
iis��v�l��.AV�T 2. Print Print Owners or Signing Official's name and title (the person who is legally responsible
-for the facility and its compliance):
3. Mailing address: Z Z C w
City: ��RN >r� State: AV C_ Zip: 7I
Telephone Number:(
4. Project Name (please specify the name of the facility or establishment - should be consistent on all documents included:
5. cation of Recycle Facility (Street Address): �23�' woov f ACK WV
Lo
.City:.
C*AN)F—C State: N C--- Zip: '7.—o-7
6. Contact person who can answer questions about application:
Name: AC C . C. © ! Telephone number: ( `�Z ) 5 _52> 9
o No !►
7. Latitude: 3.5 3Z �O ; Longitude: g� �y OS of recycle facility location
8. Application Date: /© . Z 6 `q9
ANNvaI Fs� paid.
Fe
Submitted: $ Q.1 ,- qq �e per?aif processing fee should be as specified in 15A NCAC 2H .0205(c)(5).]
10. County where project is located: V N Gow1 �-
II. PERMIT INFORMATION:
1. Application No. (will be completed by DEM)
2. Specify whether project is: new; ✓ renewal'; modification
For renewals, complete only sections I, H, and applicant signature (on page 5). Submit only pages 1 and 5 (original and
three copies of each). Engineer's signature not require forrenewal without other modifications.
3. If this application is being submitted as a result of a renewal or modification to an existing permit, list. the existing permit
number and its' isse date -7 -AAI- 9;S
4. Specify whether the applicant is public or _V__ --private.
FORM: RF 02/95 Page 1 of 6

�� �..,.�
i

.,mplete Address of Engineering Firm:
y. State:
Telephone Number: ( )
Professional Engineer's Certification:
I, attest that this application for
Zip:
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 reeulatons. Although certain portions of this submittal
package may have been developed by other professionals, inclusion of these materials under mv signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal, Signature, and Date:
Applicant's Certification:
I. � -T C. 1� / lG�ooJE) ! attest that this application for RrNEW Al o' -'F
FF -Ir mlt* WQ(D0//z:-7 t&)AgjJF-ujtF.V rt<c qJF- -5 V s r-rv�l
has been reviewed by me and is accurate and complete to the best of m knowledg . I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as in,lamolete.
Signature Date /O -Z 5 •99
THE C0-MJ1l,ETI7,,D APPLICATION PACKAGE, INCLUDING ALI, SUPPORTING INFORMATION AND
IMATERIALS, SHOULD 13E SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: RF 06/94 Page 5 of 6

J��PL `CRF J
THE
'o
z
c WAY G�
11�FSIDE
October 25, 1999
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Permit No. WQ001237
Wilbert Vault Service
Buncombe County
Please accept this letter as our request to renew the above-mentioned permit for our inon-
discharge water recycling system.
I enclose our original application along with 3 copies for your use.
I understand from your letter that the renewal fees have been incorporated into the annual
fee. We paid that fee, through 6/00 on August 13, 1999.
Please contact me with any questions.
Sincerely,
otiaE'`-�
Gary C. McDowell
Vice President
ASHEVILLE WILBERT VAULT SERVICE - 2239 SMOKY PARK HIGHWAY - CANDLER, NC 28715
[phone] - [phone] - FAX: [phone]

SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
.me of Facility: W LI��1' V( -C 1 �� 1� UlC E "
Owner or Contact Person: L
Mailing Addre b ( 2d
County: ( Telephone: D 33Z60 n
Present Classification: New Facility Existing Facility
NPDES Per. No NCO0 Nondisc. Per. No.WQ 11237 Health Dept.Per No.
Rated by: _1 1ILD Telephoner Date:
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
—�— Central Office Telephone:
ORC: Grade: Telephone:
Check Classification (s): Sub�ace j Spray Irrigation Land Application
Wastewater Classification: (Circle On�'�:./ II !II IV /Tgtal Po�t�tts*,
SUBSURFACE CLASSIFICATION
(check all units that apply)
1. septic tanks
2. _pump tanks
3. - siphon or pump -dosing systems
4. sand filters
5. grease -trap/interceptor
6 oil/water separators
7. gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRRMTK)N c1ASSIFiCATION
(check all units that apply)
1. preliminary treatment (definition no. 32 )
2. lagoons
3.
septic tanks
4_
pump tanks
5.
pumps
6_
sand filters
7_
grease traprinterceptor
8.
oil/waler separators
9 -disinfection
10.
chemical addition for nutrientlalgae control
11.
spray irrigation of wastewater
in addition to the above classifications, pretreatment of wastewater in excess of these components shall
be rated using the point rating system and will require an operator with an appropriate duel certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
--------------------------
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class i classification, unless the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case-by-case basis: (Check if Appropriate)
1. OiVwaler Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps.sand filters, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed-loop Recycle Systems;
5. _Groundwater Remediation Systems consisting only of oil/water separators, pumps, air -stripping, carbon adsorption, disinfection
and disposrA;
6. Aquaculture operations with discharge to surface waters;
7. Water Plant sludge handling and back -wash water treatment;
8. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified it permitted after July 1.
1993 or if upon inspection by the Division, it is found that the sysiom is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission, in writing.

The following
scale is
used for rating wastewater treatment facilities: (circle appropriate PL
POINTS
REM
(t)
Industrial Pretreatment units or Industrial Pretreatment Program (see definition No. 33) ...................................................4
to non-oontaminated cooling waters• sludge handling facilities for
(2)
DESIGN FLOW OF PLANT IN gpd [rot applicable
water purification plants, totally closed cycle systems(see definition No. i t ), and facilities consisting only of hem
(4)(d) or
Items (4)(d) and (I 1)(d)) ...............1
0 - 20.000 ..................... ...........................................................................................................
20.001 - 50.000......................................................................................................................................2
50.001 - 100.000.......................................................... .........................................................................3
100.001 - 250.000..................................................................................................................................'r4
250.001 - 500.000..-...................................................................»........................................_...............
500.001 - 1.000,000 ............................................ ........ ........... .................................................. .............
10
1,000.001 - 2.000.000............................................................... ...........................................................
2,000.001 (and up) rate / point additional for each 200.000 gpd capacity up to a maximum of .._._.__.....30
Design Flow (gpd)
(3)
PRELIMNARY uNiTS/PROCESSES (see definition No.32)
(a)
...
Bar Screens ................ .... ..................................... .................... ...........................................................i
(b)
or
Mechanical Screens. Static Screens or Commirming..................._._..».......2
(c)
Grit Removal ................... ........................................ ..... ................. ............................ ............................... 1
(d)
or
Mechanical or Aerated Grit Removal ................................ .......... .... ............................................ .... ............2
1
(e)Flow
MeasurhgDevice .... .»._................................. .................... .... ........................................................
(f)
or
Instrumented Flow Measurement....................................-...__...._».....•.....................................................2
(g)
Preaeratlon................ »............................................... .............. __..........................................................2
(h)
Influent Flow Equalization ....................................... ..................._............................................................2
(i)
Grease or Oil Separators - Gravity .................... __.__..._....»........................... .........»........................2
Mechanical........... ..»»...»_»........................................... ............ ..............................................................
(I)
Dissolved Air Flotation...._... ......................................... ............................................................................e
Prechtorination............ ........................... _............................»......_.........................................................5
(4)
PRIMARY TREATMENT tNRSrPROCFSSES
(a)
Septic Tank (see definition No. 43) .... _............. _..__....................._.......................................................2
...
(b)
Imhoff Tank ............... »»............................................................ -..............................................................
(c)
(d)
Primary Clartllers.......... .»»............................................. _........... _..............................................................
Settling Ponds or Settling Tanks for Inorganic Nontoxic Materials (sludge handling Iacilhies for water
purification plants, sand, gravel, stone, and other mining operations except recreational activities such as gem
or gold mining) .............. ...................................»......._.........................................................................2
...
(5)
SECONDARY TREATMENT INiiSIPFOCESSES
(a)
Carbonaceous Stage
(i) Aeratlon•High Purity Oxygen System..—....._...._.._- ...................... _........ ....................... 0
DiffusedAir System ..................... ..... _....»._............................................................... 1 0
Mechanical Air System (fixed, floating or rotor) ... ....................... ............._..._.............8
SeparateSludge Reaeration........_» ..».»...»..._....».......................................................3
(ll) TrUaV Filter
.».__.-----------....._ _._.»..-.»...»........................... .. 7
High Rate.. .._...
StandardRale..».......»... ------ _. »_» ...».»__...».................................... ...............
..5
PackedTower ... ..................... __...._.....»»......».»..................................................»../ 0
(Ill} Biological Aerated Filter or Aerated Biological Filter _ _».» •••».•-•- •---•»--•»-•-
(iv) Aerated Lagoons ....................... ....».... ... ...»....._....................................................... 10
(v) Rotating Biological Contactors ..... _....»....».»»... ..».» .................................»................10
(VI) Sand Fi tem -intermittent biological........... »...._.._ ... ........................ ............................2
Recirculatingbiological ....»......... ..».............................................................................
5
(vii) Stabilization Lagoons .................... ............ _... ........ ......................................................
(viii) Clarvier........................................ ._... ......... ..... »...........................................................
((x} Single stage system for combined carbonaceous removal of SOD and nitrogenous removal by
nitrification (see definition No. 12)(Points for this item have to be in addition to hems
(5)(a)(1) through (5)(a)(viil).
utilizing the extended aeration process (see definition No.3a)..........................................2
utltlzkV other than the extended aeration process ...... ».... »..... _..... ..... _..... »..... _....... _... 8
(x) Nutrient additions to enhance 1300 removal ...... ...... ......................................................5
5
(xi) Biological Culture ('Super Bugs*kiddtlon......... ............................................................
(b)
Nitrogenous Stage
(i) Aeration •High Purity Oxygen System.». _ »-».•..••.•••-••••»...._...._...._...._...._..20
... ._............»........................................._..............1 0
Diffused Air System .................... . ..
Mechanical Air System (fixed, floating or
SeparateSludge Reaeration ....... »........ ............ _............................................................3
(Ii) Trickling Fllter-High Rate...........».»......».»...»..............................»................................7
Standard Rate .......................... .... .»............. ... ..........................................................
PackedTower .... »..............».............»..................»..................................................... .5
(Ill} Biological Aerated Filter or Aerated Biological Flier. ».» ...»»...._........_».»...»»....»_._.10
(iv) Rotating Biological Contactors....._.... ....... ......»........................................................10
(v) Sand Filter - Intermittent biologlcaI__..»........... .».... » .....................................................2
Recirculatingbiological ..»......... ....... ............... .................................................................
(VI) clarifier ................................................................»........................................................5
(6)
TEKnARYORADVANCED TREATMENT LNfiSWOCESSES
(a)
Activated Carbon Beds -
with
withoutcarbon regeneration............._..»................__».....»..................................................; 5
carbon"notation....... .............. ...------------ »....»........... .............................................
(b)
Powdered or Granular Activated Carbon Feed -
withoutcarbon regeneration .............................. ».............................................................5
.with carbon regeneration ........................ .»._.......... ........................................ ..................
(c)
Air stripping ...... »........... ..........................................»...............»..._............................................... .........5
0
(d)
n Process.............................................»..........».......................................................1
Denhrificallo.....
(e)
Efectrodialysls............ ......... ........................................ __....».......»............................................. ......
(f)
Foam Separation ...........» ..................................... »......... »... _...._...........................................................5
(g)
(h)
Ion Exchange....................................................... ........ _.......».................................................................5
Land Application of Treated Effluent (see definition No. 22b) (not applicable for sand, ravel, stone
and other similar mining operations) by high rate Infiltration .................. ................................................ 4
(i)
(I)
Mlcroscreens................................................................».._......................................................................
Phosphorous Removal by Biological Processes (See definition No. 26) ........................................................
(k)
Polishing Ponds - without aeration ............... _........................................................................................... 2.