NC0067130_Regional Office Physical File Scan Up To 10/6/2020

JAMES & JAMES ENVIRONMENTAL MANAGEMENT
PO BOX 1254, MOUNTAIN HOME, NC 28758
OFFICE: [phone] FAX: [phone]
PERFORMANCE ANNUAL REPORT
1. Gener@l Inform„ ation
Facility/System Name: Glenwood Elementary
Responsible Entity: Garvin Trinks
Person in Charge/Contact: 'Garvin Trinks
,applicable Permit(s): NCO067130
Description of Collection System or Treatment Process:
Glenwood Elementary was a gravity flow system into a 7500 gallon sand bed
facility with chlorine contact chamber and dechlorination unit.
11. Performance
Text Summary of System Performance for Calendar Year 2001.
This facliq ran exceptionally well over the 2001 calendar year. There was one
elevated fecal, but the system quickly recovered. Glenwood was always able
to regain compliance. This system went onto the City Sewer Supply for November,
2001 and continuing.
List (by Month) any violations of permit conditions or other environmental
regulations. Monthly lists should include discussion of any environmental Impacts
and corrective measures taken to address violations. ter, additional stets if need.
none

State of North Carolina -
Department of Environment
_ --and _Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thrope, Ph.D., Acting Director
�G
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
2/13/2002
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Garvin Trinks
McDowell County Schools f
PO Box 130
Marion NC 28752
SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON PAYMENT
PERMIT NUMBER NCO067130
Glenwood Elementary School WWTP
McDowell COUNTY
Dear Permittee:
Payment of the required annual administering and compliance monitoring fee of $715.00 for this year has not
been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H.0105, under
the authority of North Carolina General Statutes 143-215.3(a)(1), (1 a) and (1 b). Because this fee was not fully paid within
30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 ncac 2H.0105(b) (2) (k)
(4), and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, subject permit is hereby revoked unless the required Annual
Administering and Compliance Monitoring Fee is received within that time. Discharges without a permit are subject to the
enforcement authority of the Division of Water Quality. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, NC 27699-1617
If you are dissatisfied with this decision, you have the right to request an administrative hearing within Thirty (30)
days following recipt of this notice, identifying the specific issues to be contended. This request must be in the form of a
written petition conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, Post Office Drawer 27447, Raleigh, North Carolina, 27611-7447. Unless such request for hearing is made or
payments received, revocation shall be final and binding. If you have any questions, please contact:
Mr. Forrest Westall, Asheville Water Quality Regional Supervisor, [phone].
cc: Supevisor, Water Quality Permits and Engineering Unit
Asheville Regional Office
County Health Department
i
P.O. Box 29535, Raleigh, North Carolina 27626-0535
�^ An Equal Opportunity Affirmative Action Employer
=3ince .
Gregclry J. Thorpe, Ph.D.
Telephone [phone] FAX [phone]
50% recycled / 10% post-corsumer_paper.

State of North Cal n is
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D.,Acting Director
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 14, 2002
Garvin Trinks
McDowell County Schools - Glenwood Elementary School WWTP APR .I
2107 SUGAR HILL ROAD
Marion NC 28752 -
Subject: Rescission of NPDES Permit
Permit No. NCO067130
Glenwood Elementary School WWTP
McDowell County
Dear Garvin Trinks:
Reference is made to your request for rescission of the subject NPDES Permit.
Staff of the Asheville Regional Office have confirmed that this Permit is no longer
required. Therefore, in accordance with your request, NPDES Permit No. NCO067130 is
rescinded, effective immediately.
If in the future you wish to again discharge wastewater to the State's surface waters,
you must first apply for and receive a new NPDES Permit. Operating a facility without
a valid NPDES Permit will subject the responsible party to a civil penalty of up to
$25,000 per day.
If it would be helpful to discuss this matter further, I would suggest that you contact
the Water Quality staff, Asheville Regional Office at [phone].
Sincere
L'3� ,
Gregory J. Thorpe, Ph.D.
cc: McDowell County Health Department
Point Source Branch - Dave Goodrich
Operator Training and Certification
Point Source Compliance - Robert Farmer - w/attachments
Mr. Roosevelt Childress, EPA
Central Files - w/attachments
Fran McPherson, DWQ Budget Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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MAR 4 2W2
BEER - W ':TER OUAUTY
Po!NIT SOUI'�CE PRANICH

-State -of North Carolina
Department of Environment
-- ---. anl_-Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Gregory J. Thrope, Ph.D., Acting Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Garvin Trinks
McDowell County Schools
PO Box 130
Marion NC 28752
-- , - - - -
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
2/13/2002
SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON PAYMENT
PERMIT NUMBER NCO067130
Glenwood Elementary School WWTP
McDowell COUNTY
Dear Permittee:
1?002 k
ti f
Payment of the required annual administering and compliance monitoring fee of $715.00 for this year has not
been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H.0105, under
the authority of North Carolina General Statutes 143-215.3(a)(1), (1 a) and (1 b). Because this fee was not fully paid within
30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 ncac 21-1.0105(b) (2) (k)
(4), and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, subject permit is hereby revoked unless the required Annual
Administering and Compliance Monitoring Fee is received within that time. Discharges without a permit are subject to the
enforcement authority of the Division of Water Quality. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, NC 27699-1617
If you are dissatisfied with this decision, you have the right to request an administrative hearing within Thirty (30)
days following recipt of this notice, identifying the specific issues to be contended. This request must be in the form of a
written petition conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, Post Office Drawer 27447, Raleigh, North Carolina, 27611-7447. Unless such request for hearing is made or
payments received, revocation shall be final and binding. If you have any questions, please contact:
Mr. Forrest Westall, Asheville Water Quality Regional Supervisor, [phone].
13irlce y,
Gregcfiy J. Thorpe, Ph.D.
cc: Supevisor, Water Quality Permits and Engineering Unit
Asheville Regional Office
County Health Department
P.O. Box 29535, Raleigh, NO►th`Carolina.27626-0535 Telephone [phone] FAX`999-733-9919
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Subject: Glennwood School WVITP
McDowell County Schools
Maintenance Department
2107 Sugar Hill Road
Marion, NC 28752
828-652-5504 828-652-5814(fax)
Garvin Trinks, Director
Dear Mr. Lar:iy E-nost-,
i
Please
ye •a� } r ' y man for 3'�`t{cn+.^� Syr"a r' i i intar �y /fy 1 ftt =i --At
SY�J`S�i 1 - JLjES� ����i�L � ��3 �:1J�+� S:l'i vt'v1�12:'� �ii l= ��v�Y ll�ilf L:1S� School �.�3�"�l �t3Lt.a "vl�w.�L
we now have this school On a .Im station to t _e C its Of N"U2Mo:19.
fll: cerehy
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WATF�Q Michael F. Easley
Governor
G William G. Ross, Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
'1 Gregory J. Thorpe, Ph.D.
- Acting Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
November 13, 2001
Dr. Sherron Crawford, Superintendent
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Subject: Permit Modification
Permit No. WQ0019983
McDowell County Schools
Glenwood Elementary School
Wastewater Collection System
McDowell County
Dear Dr. Crawford,
I have received your letter dated November 7, 2001. Although your letter does not
specifically request a permit modification, your intent is clear. You are requesting a modification
of your existing permit to allow the addition of the wastewater from Glenwood Baptist Church
into your Glenwood Elementary School Wastewater Collection System. C
The purpose of this letter is to inform; the McDowell County Schools, the Glenwood
Baptist Church and the McDowell County Heath Department, that I can find no reasons that
should prevent this request from being granted. The only issue is timing. The earliest this
modified permit can be issued is November 16, 2001. The church would like to tie into your
system as soon as possible, so that they might occupy their new building. Therefore, you have
the permission of this office to allow the church to tie into your system, immediately. It will then
be up to the McDowell County Health Department, once the connection is made, to allow
occupancy of the new building.
M
If you should have any questions regarding this matter, please call me at (828) 251-
Sincerely,
Larry Frost
Environmental Technician
xc: Glenwood Baptist Church .
McDowell County Health Department :.
Water Quality Section, 59 Woodfin Place, Asheville, NC 28801-2414 Telephone: [phone] Customer Service
Fax: [phone] 623-7748

State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor .
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
Division of Water Quality
a 0 0 1
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
WATER QUALITY SECTION
Dr. Sherron Crawford
McDowell County Board of Education
Post Office Box 130
Marion, North Carolina 28752
Dear Dr. Crawford,
May 17, 2001
Subject: Application No. WQ0019983
Additional Information Request
Glenwood Elementary School
Gravity Sewer, Pump Station and Force
Main Permit Type
McDowell County
Our office has conducted a preliminary review of the subject permit application package
and has found that additional information is required before we may continue our review.
Please be aware that you are responsible for meeting all requirements set forth in North
Carolina rules and regulations. Any omissions made in responding to the items may result in
future requests for additional information. Please address the following items no later than
June 1, 2001.
1. Form: WSCA 10/99 was not received as part of the Fast -Application and must be
provided prior to permit approval.
2. Form: FTA 06/00 is incomplete, this form requires the certification of a
professional engineer with proper seal, signature and date. A complete form must
be provided prior to permit approval.
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
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Dr. Sherron Crawford
May 17, 2001
Page Two
3. The Flow Acceptance Letter appears to state in the bulleted section that the
school board/ McDowell County will "Own and operate the pump station",
however, in the final paragraph a "lift station" is referenced as "under construction"
and ownership will be accepted. Please, clarify the proposed ownership of the
pump station referred in Application No. WQ0019983 and explain under what
conditions (Permit No.) that a "lift station presently under construction" exists.
Please reference the subject application number when providing the requested
information. Three copies of all revised and/or additional documentation should be signed,
sealed, dated, and submitted to my attention ,at the address below. Please note that failure to
provide this additional information on or before the above requested date may result in your
application being returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at
[phone]. Thank you for your cooperation.
Sincerely,
Larry Frost
Environmental Technician
xc: Non -Discharge Compliance & Enforcement Unit
Bob W. DeWeese
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
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N. C. DEPARTME] OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
PHONE: [phone] FAX: [phone]
TO:
FAX # : 5;,/5? - 'a S �/'S
FROM:
DATE:
# OF PAGES INCLUDING THIS COVER:
MESSAGE: If questions, please call 828/251-6208.

CERTIFICATIONS
Professional Engineer's Certification: _..._...
I, , attest that this application for
has been reviewed by me and is
accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to die best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum
Design Criteria for Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the
Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and seal signifies that I have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, 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.PxofessionaLEogineer!s_seal,-signature, and date,.-.-_._ ___
Applicant's Certification:
I S nev ro n ra W �ord , attest that this application for
JA been reviewed by me and is
accurate and complete to the best of my knowledge. I understand that if all required parts of this application
are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete. Note: In accordance with NC General Statutes
143-215.6A and 143-215.6B, any person who knowingly makes anv false statement, representation, or
certification in any application sliall be guilty of a Class 2 misdemeanor which may include a fine not to
exceed $10,000 a well as civi enal 'es up to $25,000 per violation.
Signa Date: %
FORM: FTA 06/00 Page 5 of 5

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSIFICATION ATTACHMENT
Any changes made to this form will result in the application being returned.
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
INSTRUCTIONS:
To determine the classification of the watershed(s) in which the subject project will be located, you are required to
submit this form, with Items 1 through 8 completed, to the appropriate Division of Water Quality Regional Office
Water Quality Supervisor (see Page 2 of 2) prior to submittal of the application for review. At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5-minute USGS Topographic Map that shows the surface waters
immediately downslope of the project. You must identify the location of the project and the closest downslope
surface waters (waters for which you are requesting the classification) on the submitted map copy. If the facility is
located in the Neuse River Basin, also include a copy of the soil survey map for the project location. The
corresponding non -discharge application may not be submitted until this form is completed by the appropriate
regional office and included with the submittal.
1. Applicant's name (name of the municipality, corporation, individual, etc.): McDowell County Board of
Education
2. Name and complete address of applicant: Post Office Box 130
City: Marion State: North Carolina Zip: 28752
Telephone number: ( 828 ) 652-5504 Facsimile number: ( 828 )
3. Project name (name of the subdivision, facility or establishment, etc.): Glen wood Elementary School
Sewer Extension
4. County where project is located: McDowell
5. Name(s) of closest surface waters: Corpening Creek a.k.a. Youngs Fork
6. River basin(s) in which the project is located: Catawba River
7. Topographic map name and date: Marion East, North Carolina - 1962
8. North Carolina Professional Engineer's seal, signature, and date:
TO: REGIONAL OFFICE WATER QUALITY SUPERVISOR
Please provide me with the classification(s) of the surface waters, watershed(s), and appropriate river basin(s) where
these activities will occur, as identified on the attached map segment:
Name(s) of surface waters and river basin(s): Corpening Creek a.k.a. Youngs Fork
Classification(s) (as established by the EMC): C 11-32-1-4
Proposed classification(s), if applicable: None
River basin buffer rules, if applicable: None
O iF �✓00,
,sue— cSignature of regional office personnel: /"-°'<q"c'.", Date: �
FORM: WSCA 10/99 Page 1 of 2

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North Carolina DeDartment of Environment and Natural Resources
Michael F. Eas)ey, Governor
Secretary,
Mr. Garvin Trinks
Maintenance Director
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Dear Mr. Trinks:
William G. Ross; Jr.,
Gregory T. Thorpe, Ph.D.
Acting .Director.
Division oflNTater Quality
Subject: Compliance Evaluation Inspection
Status: In Compliance
Glenwood Elementary School
NPDES Permit Number NCO067130
McDowell County
On September 26, 2001, 1 conducted a Compliance Evaluation Inspection of the
wastewater treatment plant serving Glenwood Elementary School. The purpose of this inspection
was to determine the compliance status of the facility since a pump station was installed to serve
the sewage disposal needs of the school. The Glenwood School Pump Station conveys the
school's sewage to the PRP Pump Station on Old Highway 221 and is from there conveyed to the
City of Marion's Collection System. A copy of the inspection report is enclosed for your records.
The wastewater treatment facility serving this school appears to be no longer in operation.
If it is the intention of the County Schools not to utilize this facility any longer, the grease trap,
septic tank and dechlorinating chamber (unused equipment) should be pumped and the solids
disposed of properly. All traps, tanks, and chambers should then either be; removed from the
site, permanently secured or filled with soil, in a manner to ensure public safety. I would, also,
request that you make a formal request for this facility's NPDES Permit to be rescinded. In order
to rescind the permit the NPDES Unit in Raleigh must have a request, in writing, from McDowell
County Schools. The letter needs only to say, `We here by request that McDowell County
Schools' NPDES Permit Number NCO067130 be rescinded'. The letter should be printed on
McDowell County Schools letterhead, signed by you and sent to my attention, here at the
Asheville Regional Office, 59 Woodfin Place, Asheville, North Carolina 28801 Phone: [phone] Fax: [phone]
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Mr. Garvin Trinks
September 28, 2001
Page Two
Asheville Regional Office. I will then forward the request on to Raleigh. However, if it is the
intention of the County Schools to continue to utilize the facility, the Division requests that you
provide in writing, to this office, a statement of your intentions for its future use.
Finally, I inspected your new Glenwood School Pump Station on September 26, 2001.
The pump station appears to be operating properly. The gates to the station should be secured
to prevent unauthorized public access. Please, make yourself and your staff aware of the
conditions and limitations of your permit, especially the section on maintenance and operations.
I would like to thank you for your cooperation and should you have any questions
regarding this matter you may call me at [phone].
Sincerely,
Larry Frost
Environmental Technician
Enclosure
xc: Dr. Sherron Crawford - Superintendent
NPDES Unit
Asheville Regional Office, 59 Woodfin Place, Asheville, North Carolina 28801 Phone: [phone] Fax: [phone]
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NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL. RESOURCES
NPDES Compliance Inspection Report
Section A: National Data System Coding
Transaction Code NPDES YR/MO/DAY Inspection Type Inspector Facility Type
N 5 NCO067130 01/09/26 C S 1
Section B: Facility Data
Name and Location of Facility Inspected
Entry Time:
Permit Effective:
Glenwood Elementary School
1000
01/02/01
Exit Time/Date:
Permit Expiration:
NCSR 1786
Glenwood, North Carolina
1030
06/01/31
Name(s) of On -Site Representative(s) Title(s), Phone No(s)
Name, Address of Responsible Official
Title
Garvin Trinks
Maintenance Director
McDowell County Schools
Phone No.
Contacted?
Post Office Box 130
828/652 4535
no
Marion, North Carolina 28752
Section. C: Areas Evaluated During Inspection (S - satisfactory, M - Marginal, U - Unsafisfactory;;N - Not Evaluated)
S Permit Flow Measurement Pretreatment Operations & Maintenance
S_ Records/Reports Laboratory Compliance Schedules Sludge Disposal
S Facility Site Review Effluent/Receiving Waters S Self -Monitoring Program Other:
Section M. Summary of Findih s/comments/Com liande Status. Attach additional sheets if necessary),
Facility consists of a grease trap, septic tank, surface sand filter, tablet chlorinating chamber and tablet dechlorinating chamber.
The facility appears to no longer be in use. The City of Marion now treats wastewater from this facility.
The grease trap, septic tank and dechlorinating chamber should be pumped and the solids disposed of properly. All traps,
tanks, and chambers should either be; removed from the site, permanently secured or filled, in a manner to ensure public
safety. The permittee has been requested to issue a letter requesting this permit be rescinded.
Compliance Status: x Compliance Deficient Non -Compliance
Names) and Signature(s)Lg&jas pectors
Agency/Office/Telephone
Date
Larry Frost
NC-DWQ/ARO 828-251-6208
Signature of Reviewer- ,sFvl 1 a
- T
Agency/Office/Telephone
NC-DWQ/ARO 828-251-6208
Date .
:!/
y K.,/

State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Gregory J. Thorpe, A.D., Acting Director
Division of Water Quality
WATER QUALITY SECTION
November 16, 2001
Dr. Sherron Crawford
McDowell County School Board
Post Office Box 130
Marion, North Carolina 28752
1••
�f
NCDEN'R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Permit Modification
Permit No. WQfl019983
McDowell County School Board
Glenwood Elementary School
Wastewater Collection System Extension
McDowell County
Dear Dr. Crawford:
In accordance with your request for permit modification received November 7, 2001, please find
attached Permit No. WQ0019983 for the operation of the subject wastewater collection system
extension. This Permit shall be effective from the date of issuance until rescinded and shall be subject
to the conditions and limitations as specified therein. This cover letter shall be considered a part of this
permit and is therefore incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that
the wastewater collection facilities be properly operated and maintained in accordance with
15A NCAC 2H .0227 or any individual system -wide collection system permit issued to the
Permittee.
Permitting of this project does not constitute acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable, unless specifically mentioned herein.
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 McDowell County School Board for the operation of approximately 2,750 linear feet

November 16, 2001
Page Two
of 6 inch gravity sewer; a 38 gallon per minute pump station with duplex pumps, on -site audible and
visual high water alarms, telemetry, and description of reliability option selected; as well as
approximately 1,800 linear feet of 2.5 inch force main to serve Glenwood Elementary School and
Glenwood Baptist Church and the discharge of 6,000 gallons per day of collected domestic
wastewater into the City of Marion's existing sewerage system, pursuant to your request for permit
modification received November 7, 2001, and in conformity with 15A NCAC 2H .0200; the Division's
Gravity Minimum Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum
Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1,
2000 as applicable; and other supporting data subsequently filed and approved by the Department
of Environment and Natural Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Marion's
Corpening Creek Wastewater Treatment facility (NPDES Permit No. NC0031879) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between the McDowell County
School Board and the City of Marion for the collection and final treatment of wastewater is in full
force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of
North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands areamade, this permit shall be
final and binding.
if you need additional information concerning this matter, please contact Mr. Larry Frost at
828/251-6208.
Sincerely,
Enclosure
xc: McDowell County Health Department
Non -Discharge Permitting Unit
City of Marion
Larry Frost XX

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified conditions and limitations:
This permit.shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit: 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2H .0227: ,
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 23 .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall
be actively maintained.
C. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected daily,
as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump stations
shall be inspected every day. Pump stations that are connected .to a telemetry system
shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.
A general observation of the entire sewer system shall be conducted at -least once per
year.

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

10. The issuance of this permit_ shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed. by other government -
agencies (local, state and federal) which have jurisdiction, including but not limited to
applicable river buffer rules in 15A NCAC 2B .0200, erosion and' sedimentation control
requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG0100000, and
any requirements. pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11. Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
828/251-6208 as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report must outline the actions
taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 16"' day of November 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
)�G gory J. Thorpe Ph.D., Acting Director
ivision of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019983

1
� W A rk Michael F. Easley
�� �Q Governor
William G. Ross, Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
cua)-I Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
August 16, 2001
Mr. Bob Boyette
City Manager
City of Marion
Post Office Drawer 700
Marion, North Carolina 28752
Subject: Glenwood School
Sewer Extension
McDowell County Schools
McDowell County
Dear Mr. Boyette,
I had a call from Mr. Bob Deweese, of the Department of Public Instruction, he
asked that I communicate the Division's views with regards to the City's ownership of
the Glenwood School Sewer Line Extension to you.
The line was permitted as a private sewer line; therefore, the minimum design
requirement for the diameter of such lines is 6-inch. Mr. Deweese designed the line for
the expected flow of the school, which is much less than the capacity of the 6-inch line,
according to Mr. Deweese. The Division has properly permitted the line. The sewer line
has been constructed in accordance with the permit, according to Mr. Deweese.
The Division has no issue with this line remaining the property of the Schools,
nor does the Division have any issue with the ownership of the line being transferred to
the City. Furthermore, the Division has no issue with additional taps to this line in the
future as long as the capacity of the line is not exceeded.
Should you have any questions regarding this issue please call me at (828) 251-
Sincerely,
Lar Frost
Environmental Technician
Water Quality Section, 59 Woodfin Place, Asheville, NC 28801-2414 Telephone: [phone] Customer Service
Fax: [phone] 623-7748

N.-C. DEPARTMEr OF ENVIRONMENT AND
NATURAL, RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
c ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
PHONE: [phone] FAX: [phone]
FAX #:
FROM:
DATE:
# OF PAGES INCLUDING THIS COVER:
MESSAGE: If questions, please call 828/251-6208.

PHONE:
N. C. DEPARTMEr OF ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION ,
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
828/251-6208 FAX: [phone]
TO: o 3 T
'*oo'
FAX #: 2-
FROM: ��% Z 7-
DATE: ell- /d /
# OF PAGES INCLUDING THIS COVER:
MESSAGE: If questions, please call 828/251-6208.

PHONE:
N. C. DEPARTMEN )F ENVIRONMENT AND
NATURAL RESOURCES
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
59 WOODFIN PLACE
ASHEVILLE, NORTH CAROLINA 28801
828/251-6208 FAX: [phone]
TO: j �fA/ 1�I / DyL�iti
FAX # :
FROM:
DATE:
# OF PAGES INCLUDING THIS COVER:
MESSAGE: If questions, please call 828/251-6208.

AUG 02 '01 02:59PM MCM COUNTY
P.1
-McDowell County
60 East Court Street
Marion, North Carolina 28752
Voice: 8281652-712 9
Fax' 828/659-3484
FAX TRANSMISSION COVER SHEET C:ArI""
Date:
To:
Fr. �- c+--KL k C- I"-Pr-1> Y
Fax#: 82�,/2s I C'4sZ.-
,CfU,SHCLILD RECEIVE( ' ]PAGE(SE
), INCLUDING THIS COVER SHEET. IF YOU DO NOT RECEVE
ALL THE PAGES, PLEASE CALL 828S52-7121
CONFIDENTIAL AND PRIVILEGED: The Information In this facsimile is privfleged and confidential
information intended far the sale use of the addressee. If the reader of this facslrnile is not the intended
recipient, or the employee or agent responsible for delivering it to the intended recipient, you are hereby
notified that any dissvminatioh, distribution or copying of this communication is strictly prohibited. If you
have recetved this transmission in error, please Immediately notify the sender.

AUG 02 '01 03:OOPM MCM COUNTY P.2
McDOWELL COUNTY
60 East Court Street - Marion, North Carolina 28752 - [phone]
August 1, 2001
Mr. Randy Beckner
Mattern and Craig
12 Broad Street
Asheville, North Carolina 28801
Re: PRP sewer project
Dear Randy:
Please ;find Attached two (2) signed certificates of substantial completion for the above -referenced
project. McDowell County has signed the attached certificate conditioned upon Mattern and Craig
and Buckeye Construction completing the accompanying punch list not later than August 20, 2001.
This completion date is based upon Mattern and Craig's time estimate to receive, install a -ad test the
replacement dry -pit pump impellers for the relevant pump station.
Also, the County has signed the certificate conditioned upon Mattern and Craig and Buckeye
Construction being immediately available to correct any problems detected with the newly
constructed lines and pump station, which is also a listed provision in the certificate of substantial
completion.
Please call with any questions. Thank you.
Sincerely,
/(), V, 1(144 Aet,
Ken McFad
Assistant County Mm ger
cc: Chuck Abernathy, County Manager
Shane Herbert, Buckeye Construction

AUG 02 '01 03:00PM MCDO . COUNTY P.3
M&C FORM #005
CERTIFICATE OF SUBSTANTIA,I, COMPI TION
PROJECT PRP Water and Sommr Egggd=
DATE OF ISSUANCE Lune 4� 2001
OWNER —McDowell QonjyNoZLLaLojjML
OWNER's Contract No __1763
CONTRACTOR B cke a Can-Altu-01-on ComRany ENGINEER m & CMIg
This Certificate of Substantial Completion applies to all Work under the Contract Documents,
TO McDow—Qll County, NC
OWNER
And To ckeye Constwg 'pn Company
CONTRACTOR .
The 'Work to which this Certificate applies has been inspected by authorized representatives of
OWNER, CONTRACTOR and ENGINEER, and that Work is hereby declared to be substantially
complete in accordance with the Contract Documents on
—Lae-4 2001
DATE OF SUBSTANTIAL COMPLETION
A tentative list of items to be completed or corrected is attached hereto. TI-ds list may not be all-
inclusive, and the failure to include an item in it does not alter the responsibility of CONTRACTOR
to complete all the Work in accordance with the Contract Documents. The items in the tentative list
shall be completed or corrected by CONTRACTOR within 15 days of the above date of
Substantial Completion.
k;lmanuall\*4005.frm

, RUG 02 '01 03:01PM MCDO . COUNTY
P.4
From the date of Substantial Completion the responsibilities between OWNER and CONTRACTOR
for security, operation, safety, maintenance, heat, utilities, insurance and warranties and guarantees
shall be as follows:
RESPONSIBILITIES:
OWNER: Q.1 except warranties and one = guarantee
CONTRACTOR: a ties and one ear uar
The following documents are attached to and made a part of this Certificate:
Punch List dated June 4, 2001.
This certificate does not constitute an acceptance of Work not in accordance with the Contract
Documents nor is it a release of Contractor's obligation to complete the Work in accordance with the
Contract Documents.
Executed by ENGINEER on June 4, 2001,
attern & C ag,_
ENGINEER
(A&horized Signature)
CONTRACTOR accepts this Certificate of Substantial Completion on , 20`
Buckeye Construction Comply
OWNER accepts this Certificate
e pletion on= .-�v ram- , 20!;L(
(Authorized Signature) 1 lb I
k-ImmatknMOOS M

e. AUG 02 '01 03:01PM MCDO . COUNTY P.5
Punch List for
PRP Water & Sewer Extension
Comm. No.1763
June 4, 2001
1) Seed around pump station site. ,
2) provide initial stock of C1, - Specification Section 11251 - Paragraph 2.06 (A) (2),
3) Install vent pipe on all air release valves in accordance with Supplem,entaI Drawings.
4) Reseed around I-40,
5) Provide Record Drawings.
6) provide Generator 0&M manuals.
7) Rework invert of manhole nearest pump station,
8) Rework I-40 access fence.
9) Replace dry -pip pump inpeilers.

WATF,
Michael F. Easley
Governor
William G. Ross, Jr,Secrets-
_.._ — ry
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
Mr. J. Robert Boyette
City Manager — City of Marion
Post Office Drawer 700
Marion, North Carolina 28752
Dear Mr. Boyette,
August 2, 2001
Subject_ Pump Station/Sewer Extension
Old. US 221 South of Marion
and Glenwood Elementary
School
McDowell County
In accordance with your request for written consent to receive wastewater from
the new pump station and sewer -extension located on Old US 221 South of Marion, Mr.
Kevin Barnett, of this office, inspected this installation on Tuesday July 31, 2001 and
informs me that he found no issues, at this time, which should prevent the City of
Marion from receiving_ wastewater from this facility. The wastewater received by the City_
_. _.
from this -pump station aril sewer extension is to be treated at the City of Mai ion's
Corpening Creek WWTP, NPDES Permit Number NC0031879.
Furthermore, it is the understanding of the Division that the pump station and
sewer extension on Old US 221 are to be operated by McDowell County and the
Glenwood Elementary School pump station and sewer extension are to be operated by
the McDowell County School Board. Should the City accept ownership and operation of
either or both of these in the future please notify this office.
If you should have any questions regarding this issue, please call me at (828)
251-6208.
Sincerely,
Larry Frost
Environmental Technician
xc: Garvin Trinks — McDowell County Schools
Ken McFayden — McDowell County. ..
QUIENK
Water Quality Section, 59 Woodfin Place, Asheville, NC 28801-2414 Telephone: [phone] Customer Service
Fax: [phone] 623-7748

A T �RQG
- -- �-
•v
Michael F. Easle
Governor
_._._ ...___. _.. .._._ William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
August 2, 2001
Ken McFadyen,. Assistant County Manager
McDowell County
60 East Court Street
Marion, North Carolina 28752
Subject: Pump Station Startup
Old US 22.1 South of Marion
McDowell County
Dear Mr. McFayden,
In accordance with your request for written consent to operate the new pump
._.stationlocated on Old US 22.1 South of Marion, Mr. Kevin Barnett, of.this office,
inspected this installation on Tuesday July 31, 2001 and informs me that he found no
issues, at this time, that should prevent McDowell County from operating this facility.
The Division does request that the attached Engineering Certification be completed by
_ -your-engineers and returned to the address -on the form, :as soon. as- possible. Also; the
Division understands that new pump impellers are on order for this pump station and
requests confirmation from you as soon as these have been received and installed.
If you should have any questions regarding this issue, please call me at
[phone].
Sincerely,
L rry Frost
Environmental Technician
Enclosure
xc: Robert Boyette — City of Marion
Garvin Trinks — McDowell County Schools
MENR
Water Quality Section, 59 Woodfin Place, Asheville, NC 28801-2414 Telephone: [phone] Customer Service
Fax: [phone] 623-7748

O�O� W A
> r
Michael F. Easley
Governor 4&
_ . William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
Asheville Regional Office
WATER QUALITY SECTION
Mr. Garvin Trinks
McDowell County School Board
Post Office Box 130
Marion, North Carolina 28752
Dear Mr. Trinks,
August 2, 2001
SUBJECT: Permit No. WQ0019983
McDowell County School Board
Glenwood Elementary School
Wastewater Pump Station and Sewer
Extension
McDowell County
In accordance with your request for written consent to operate the new pump
station located on Old US 221 South of Marion, Mr. Kevin Barnett, of this office,
inspected this installation on Tuesday July 31, 2001 and informs me that he found no
issues, at this time, that should prevent the McDowell County School Board .from
operating this facility. The Division does request that the attached Engineering
Certification be completed by your engineers and returned to the address on the form,
as soon as possible.
If you should have any questions regarding this issue, please call me at (828)
251-6208.
Sincerely,
L rry Frost
Environmental Technician
Enclosure
xc: Robert Boyette — City of Marion
Ken McFayden — McDowell County ..
NCDENR
Water Quality Section, 59 Woodfin Place, Asheville, NC 28801-2414 Telephone: [phone] Customer Service
Fax: [phone] 623-7748

State of North Carolina
Department of Environment
a.n atura esources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary.
Kerr T. Stevens, Director
Division of Water Quality
WATER QUALITY SECTION
May 21, 2001
Dr. Sherron Crawford
McDowell County School Board
Post Office Box 130
Marion, North Carolina 28752
AO Av
'
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
SUBJECT: Permit No. WQ0019983
McDowell County School Board
Glenwood Elementary School
Wastewater Collection System Extension
McDowell County
Dear Dr. Crawford:
In accordance with your application received May 8, 2001, please find attached Permit No.
WQ0019983 for the construction and operation of the subject wastewater collection system
extension. This Permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein. This cover letter shall be
considered a part of this permit and is therefore incorporated therein by reference.
Please pay particular attention to condition three (3) of the permit which requires that
the wastewater collection facilities be properly operated and maintained in accordance with
15A NCAC 2H .0227 or any individual system -wide collection system permit issued to the
Permittee.
Permitting of this project does not constitute acceptance of any part of the project that does
not meet 15A NCAC 2H .0200; the Division of Water Quality's (Division) Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design
Criteria for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as
applicable, unless specifically mentioned herein. Division approval is based on acceptance of the
certification provided by a North Carolina -licensed Professional Engineer in the application. It
shall be the Permittee's responsibility to ensure that the as -constructed project meets the
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with
North Carolina General Statute 143-215.6A through 143-215.6C, construction of additional or
replacement wastewater collection facilities, and/or referral of the North Carolina -Licensed
Professional Engineer to the licensing board.

Dr. Sherron Crawford
May 21, 2001
Page Two
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to the McDowell County School Board for the construction and operation of, approximately
2,750 linear feet of 6 inch gravity sewer; a 38 gallon per minute pump station with duplex pumps,
on -site audible and visual high water alarms, telemetry, and description of reliability option selected;
as well as approximately 1,800 linear feet of 2.5 inch force main to serve Glenwood Elementary
School and the discharge of 6,000 gallons per day of collected domestic wastewater into the City
of Marion's.existing sewerage system, pursuant to the application received May 8, 2001, and in
conformity with 15A NCAC 2H .0200; the Division's Gravity Minimum Design Criteria adopted
February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting data subsequently filed and approved by the Department of Environment and Natural
Resources and considered a part of this permit.
The sewage and wastewater collected by this system shall be treated in the City of Marion's
Corpening Creek Wastewater Treatment facility (NPDES Permit No. NC0031879) prior to being
discharged into the receiving stream.
This permit shall become voidable unless the agreement between the McDowell County
School Board and the City of Marion for the collection and final treatment of wastewater is in full
force and effect.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within 30 days following receipt
of this permit. This request must be in the form of a written petition, conforming to Chapter 150B
of North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, NC 27699-6714. Unless such demands are made, this permit shall be
final and binding.
If you need additional information concerning this matter, please contact Mr. Larry Frost at
828/251-6208.
Sincerely,
Kerr T. tevens
Enclosure
xc: McDowell County Health Department
Non -Discharge Permitting Unit
City of Marion
Bob dewless - DPI
Larry Frost

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND. NATURAL RESOURCES
R_ i
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject
to the following specified. conditions and limitations:
This permit shall become voidable unless the wastewater collection facilities are constructed
in accordance with the conditions of this permit: 15A NCAC 2H .0200; the Division of Water
Quality's (Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials unless specifically mentioned herein.
2. This permit shall be effective only with respect to the nature and volume of wastes described
in the application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all -times.
The Permittee shall maintain compliance with an individual system -wide collection system
permit for the operation and maintenance of these facilities as required by 15A NCAC 2H
.0227. If an individual permit is not required, the following performance criteria shall be met
as provided in 15A NCAC 2H .0227:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed prior to January 1, 2004 and shall
be actively maintained.
C. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected daily,
as defined in 15A NCAC 2B .0503(5), until July 1, 2001; and thereafter, pump
stations shall. be inspected every day. Pump stations that are connected to a
telemetry system shall be inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period
of time.
A general observation of the entire sewer system shall be conducted at least once
per year.

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

requirements in 15A NCAC Ch. 4 and under the Division's General Permit NCG0100000,
and any requirements pertaining to wetlands under 15A NCAC 2B .0200 and 15A NCAC 2H
.0500.
11.- Non-compliance Notification:
The Permittee shall report by telephone to the Asheville Regional Office, telephone number
828/251-6208 as soon as possible, but in no case more than 24 hours or on the next working
day, following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within five days following first knowledge of the occurrence. This report must outline the
actions taken or proposed to be taken to ensure that the problem does not recur.
Permit issued this the 21st day of May 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
err T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0019983

Permit No. WQ0019983
May 21, 2001
ENGINEERS CERTIFICATION
Partial Final
I, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the
project, Glenwood Elementary School, Glenwood area, McDowell County for the
Project Name Location and County
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within
substantial compliance of this permit; 15A NCAC 2H .0200; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting materials.
North Carolina Professional Engineer's seal, signature, and date:
The above Engineer's Certification shall be completed and submitted to the address below with one
copy of the "Construction Record Drawings" of the wastewater collection system extension as well
as supporting design calculations for any pump stations permitted as part of this project. This
project shall not be considered complete nor allowed to operate until this Engineer's Certification
and all required supporting documentation have been received by the Division. Any wastewater
flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Permittee
to appropriate enforcement actions.
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1617

State of North Carolina
Department of Environment and Natural Resour RECEIVED
TER QUALITY SLCTION
Division of Water Quality
FAST -TRACK APPLICATION MAY U 6 2001
for GRAVITY SEWERS, PUMP STATIONS, AND FORCI&;& Peff -Lbncg
(Pressure sewer/ systems are not to be included as part of this application package)
THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL
1
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing your
initials in the space provided next to each item. Failure to submit all required items will lead to additional processing and review
time for the permit application.
X A. Application Form - Submit one original and one copy of the completed and appropriately executed application form.
Any changes to this form will result in the application being returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not need
to submit detailed plans and specifications unless you respond NO to item IV.6. and/or item IV.10.
....: �...:-.i.....:..:1-alvTa.v, r, Wir.-�.... smn .:. a.�l.ren.+ate'-�..a:. a.: �..—.u.y'.:�u'r ..l r-.:...: �.....u:.�..:�..0 �Yi� a•_:3 r IT'I.... Islil..sd•;.4 - _ _ _
B. Attachment -Submit the completed and properly executed Form WSCA 10/99 for each watershed within the project
location.
X C. Application Fee - Submit a check in, the amount of,$400'made payable -to: North Carolina Department of Environment
and Natural Resources (NCDENR).. ,
ArA D. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a privately -
owned public utility, submit two copies of the Certificate of Public Convenience and Necessity, which demonstrates
that the public utility is authorized to hold the utilitylanchise for the area to.- be served by the sewer extension. If a
Certificate of Public Convenience and Necessity has not be'en''issued,' provide two copies of a letter from the NC
Utilities Commission's Public Staff that states That an application -for' a franchise has been received, that the service area
is contiguous to an existing franchised area, and/or. that,franchise.approval is expected. ;
AiA E. Operational Agreements — Submit one original and two copies'oda properly executed operational agreement if the
sewer extension will be serving residential or commercial lots (e.g., houses, condominiums, townhomes, outparcels,
etc.).that will be owned by a homeowners' association or developer. If the applicant is..a homeowners' association, use
Form HOA 10/99. If the applicant' is a developer, use Form DEV 10/99.
p Letters.— If the, owner. of the downstream sewers
Flow�Acce fence and/or WWTF is different from the applicant,
submit two copies of a flow acceptance letter from the owner of the downstream sewers and WWTF. Flow acceptance
letters must contain the following minimum information: applicant and project name, amount of flow accepted, and
name. and permit number of the receiving sewers/WWTF. The flow acceptance must, not expire prior to pennit
issuance and must be dated less than a year prior to the application date.; Intergovernmental agreements or other
contracts will not be accepted in lieu of a project -specific flow acceptance letter. .;
THE COMPLETED APPLICATIONPACKAGE, INCLUDING ALL.SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL, RESOURCES.
DIVISION OF WATER'QUALITY "
NON -DISCHARGE PERMITTING UNIT
By U.S: Postal _Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 NORTH SALISBURY STREET, SUITE 1219
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604
TELEPHONE NUMBER: ' [phone]
FACSIMILE NUMBER:1(919) 715-6048
For more information, visit our web site at: h2o.enr.state.nc.us/ndpu1
FORM: FTA 06/00 Page 1 of 5

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5. If wastewater is industrial in nature:
a. Level of pretreatment that has been provided to ensure protection of the receiving collection system
and wastewater treatment facility:
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes, please
attach a copy of the pretreatment permit. If no, provide date application was submitted:
IV. DESIGN INFORMATION: cam,
1. Brief project description: +00 G&L . � 5 ATICN , — I WO" FIA& AN D
2. Owner and name of wastewater treatment facility (WWTF) receiving wastewater (See Instruction F.): _
3. WWTF WiRif WQ00*****):
4. List the owner(s) of any intermediate sewers if different from applicant or owner of WWTF (See
Instruction F.):
5. Summary of GRAVITY SEWER to be permitted:
Diameter
(inches)
Length
(linear feet)
AV
6. Does the subject gravity sewer collection system comply with the most recent version of the Gravity
Sewer Minimum Design Criteria and 15A NCAC 2H .0200? X Yes; No. If no, please
identify criteria and explain:
7. Summary of PUMP STATIONS to be permitted:
No. or
Name
Design Flow
(MGD)
Pump Operational Points
38 GPM @-K feet TDH
Reliability Option
Selected
C rw
®. 66&
,
Aw
FORM: FTA 06/00 Pane 3 of 5

8. Summary of FORCE MAIN to be permitted:
Diameter
(inches)
-Length
(linear feet)
PV6
ti lam'
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or as
part of the Minimum Design Criteria (e.g., telemetry, hoist odor control equipment, mechanical bar
screens, etc.): NA
10. Do the subject pump stations
s and; force mains comply with the Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains document adopted June 1, 2000 and 15A NCAC 2H
.0200? X' Yes; No.: If no, please identify criteria and explain:
NOTE: If you responded Na to ite-imIV.6. and/or item- IV.10. Above, two o (2) copies
of detailed plans, specifications, supporting information, and any other materials
pertaining to the identified criteria should be. submitted with the
completed and appropriately executed application form.
FORM: FTA 06/00 Page 4 of 5

AR-23-2001
MON �09:55 AM MCDOWE' '
"�O
ON
652 5814
P. 02
Apr
20 01 01:41p
n4rien
Public
Worker Rdmin
82e65R3843 p.2
CITY OF MARION
OFFICZ OF
P. 0. Drawer 700 Twr PUdUC WORMY OINEr TOR
Marion, North Carolina 28752
April 20, 2001
McDowell County Schools
Attention: Mr. Garvin Trtnks
Re. Glenwood Elementary School Addition
City of Marion Acceptance of Wastewater
Dear Mr. Trtnks:
In response to your request for a letter from the City of Marlon regarding
acceptance of wastewater from Glenwood Elementary school following renovations,
please be advised that the Marlon City Council, In regular session on August 8,
2000, approved acceptance of wastewater from the school, contingent upon the
school performing the following:
+ Pay ail costs
• Construct a pump station at the edge of the school property
• Construct a force main along Highway 221-A to connect to the City's sewer
system
Own and operate the pump station
Deed the sewer line, located on road right-of-way, to the City
Once the City has accepted ownership of the lift station presently under
construction by McDowell County, and the above contingencies have been met, the
City will accept wastewater from Glenwood Elementary.
Please call me if you have questions. Thank you.
Sincerely,
Glen Sherlin
Public Works Director
GS/ka
file
I

PLANT OPERATION 919 807 3545 05/18 '01 14:46 NO.923 02/03
t:.ERTI TCATIOINS '
Professional Engineer's Certit<cation:
L -6 -- MI -AKA attest that dais application for
been reviewed by me and is
acc=te, complete and consistent with tite information supporting documentation to the best of my knowledge_ in the engineering plans, calculations, and all other
I. fiurtber attest that to tiie best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer 11�1itiimum
Design Criteria for Gravity Sewers adopted Fcbr[iary 12, 199G, and the Minimum Design Criteria for the
Fast -Track 1?ermitting of Pump Stations and Force Mains adopted June 1, 2000. Although certain portions of
this submittal package may have been developed by other professionals, inclusion of these materials under
my signature and seal signif es that I have reviewed this material and have judged it to be consistent with the
Proposed design. Note: In accordance with NC General Statutes 143-2I5.6A and 143-215.6B, any person
who knowingly makes any false statement, representation, or certification ita amy application shall be guilty of
a Class 2 nusdemearior which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation_
___—.North Carolina_PxotessiooaLEuell.eex:s_seal,5ignature, and
Applicant's Certirli%eation:
I, � � err o n W ' 0,j , attest lhat this application for
"'�—� l ��-..,� been reviewed by me and is
accurate and complete to dre best of my knowledge. I understand that if all required parts of this application
are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomple(e. Note: In accordance with NC General Statutes
erti fi 5.6A and 143-215,6i3, any pet$on who IQlowingiy make$ am false statement, representation, or
certification in any application dial) be guilty of a Class 2 misdctneanor which may include a fine not to
exceed $10,000 a well as civi cnal ,es up to $25.000 per violation,
Signa Date: d
FORM- FrA, Ot;/Oi? Page 5 of 5
URN

PLANT OPERATION 919 807 3545 05/18 '01 14:47 NO.923 03/03
State of Noah Carolina
Department of Environment and Natural Resources
Division of Water Quality
WATERSHED CLASSMCATION ATTACHMENT
Ally chauxes made -to this 1'Qrm will reslult in the application being returned.
(1711S FORM MAYBE PHOTOCOPIED FOR U$E AS &V ORICINAI)
INSTRUCTIONS:
PIONS:
•ru detenuffic the CIUSLrtUtiors of the watetshCd(s) in which the subject project will be located, you are requirgd to
stibntit this form, with Iterm i through 8 cornplerted, to the appropr to Division of Watt:r Quality Regional Ullice
Water Quality Supervisor (see Page 2 of 2) prior to sutnxitta-t of the application for review. At a ntitumurst, you must
includ< an 8,5" by I V copy of the portion of a 7.5-trtumbe US68 Topographic Map that shows the surface waters
immediately dt)wnslopc of the. project. You must idtattify the location of the project and the closest downslope
sttrlaee waters (waters ibr which you are requesting the ckwif ation) on the submitted trap copy. If the facility is
located in ilia Neuse Rivcr Basin, also include a copy of the $Oil survey map for the project location. the
cormsponding nail -discharge apptietttloa r>iay not be submitted until this form is completed by the appropriate
regional office sn(l ineladed with the subwAttal.
I . Applicant's aante (name of the lnixnicigality, cotporation, In4vidual, ctc.): McDowell Coun ar o
l;d�,t tat
2.
Name and cotnplete'address of applicant: Eaat Qffi2L&qxJL0
City: Marion State: 2:1p; ... 28757
Telephone nuniher: (_$Z8 ) �2-SSil Facsimile number:
i, Prvjuet name (name of the subdivision, fhclity or establishment, eta,): Glen woodjLqMent,3V Sghq91
Sewer 11,xfen;;ion
4 County where prulcct is located
5. NarnC(s) of'cslosest Surface waters: Cmeiat CreAAL.2—y—oungs Fork _ — '-
6. River basin(s) in which the project is located; catawbal River
7 Topographic n147 name and date:. —_-- Marion East, N2EJ Carolina - 1962
K. North Carol ilia Frufc:ssianai Engineer's seal, signaituc, and date:
TO: REGIONAI.,UFFICE WATER QUA1UTY81LTFERVM1k
ricrac provide mo w({11 1110 classii7cartipA(S) Of ilia et>rfaCe Wallis, watersbcd(s), and
thtsc activities will occur. as identified on the sittached asap segment:
Nant.(44) of'surtace wates:s and rivtr basin(a): __ _ Corp in>z Ghee �iG a Youngg Fcdl�. _
C'Iassiiication(s) (as ustublishe'd by the EMP. C__-- _ 1 I .32-1.4
Proposed c:laswification(s), if applicable:
River Nigin bulky rules, if applicable: None _.
Sil:natiire of rui unial vra;:c personnel:
FORM' WSC'A 1()/99 Page i of 2
10
01

State of North Carolina
Department of Environment
and Natural Resources
Asheville Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Kerr T. Stevens, Director
Division of Water Quality
WATER QUALITY SECTION
February 23, 2001
T,ejXs
Mr. Garvin
Maintenance Manager
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
4A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Notice of Deficiency
Compliance Sampling Inspection
pVGlenwood Elementary School
NPDES Permit Number NCO067130
McDowell County
V -
Dear Mr. Tinks,
On February 15, 2001, I conducted a Compliance Sampling Inspection at the wastewater treatment
plant:servicing Glenwood -Elementary School. A copy of the inspection report is enclosed for your
information. Grab samples collected during the inspection indicated compliance problems with the
effluent limitations of the permit. The results of the fecal coliform monitoring indicate that the tablet
chlorinator was not.operating effectively. The results of the sampling were >2000/100 ml, which is greater
than the 400/100ml daily, maximum. The chlorinator should be checked regularly to ensure that the tablets
are in contact with the wastewater and its effectiveness monitored 2/week, when the declorinator is
checked, more frequent monitoring may be required to ensure consistent operation.
Also, during my inspection I observed that the surface sand filter was in need of routine
maintenance, some of the distribution lines and their orifices appear to be plugged causing ponding and
poor wastewater -distribution across the filter. Regular maintenance should be given this filter to ensure
proper and effective wastewater treatment.
If you have any questions concerning this report, you may contact me at [phone].
Sincerely,
L rry Frost
Environmental Technician
59 Woodfin Place, Asheville North Carolina 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
NPDES Compliance Inspection Deport
Section A: National Data System Coding
Transaction Code NPDES YR/MO/DAY Inspection Type Inspector Facility Type
N 5 NC0067130 01/02/15 S 1
Section B: Facility Data
Name and Location of Facility Inspected
Entry Time:
Permit Effective:
Glenwood Elementary School
12:00 PM
01/02/01
NCSR 1786
Exit Time/Date:
Permit Expiration:
Glenwood, North Carolina
12:30 PM
06/01/31
Name(s) of On -Site Representative(s) Title(s) Phone No(s)
Johnny Rominger ORC .828/898-6277
Water Quality Sevices, Inc.
Name, Address of Responsible Official
Title
Garvin Trinks
Maintenance Director
McDowell County Schools
Phone No.
Contacted?
Post Office Box 130
828/652-4535
no
Marion, North Carolina 28752
Section C: Areas Evaluated During Inspection (S - Satisfactory, M -Marginal, U - Unsatisfactory, N -,Not Evaluated)
S Permit S Flow Measurement N Pretreatment S Operations & Maintenance
S Records/Reports N Laboratory S Compliance Schedules S Sludge Disposal
S Facility Site Review S Effluent/Receiving Waters S Self -Monitoring Program Other:
Section,D: Summary of Findings/Comments/Compliance Status Attach additional sheets if necessary)
Facility consists of a grease trap, septic tank, surface sand filter, tablet chlorinating chamber and tablet dechlorinating chamber. The surface sand filter
distribution lines are in need of the attention, many of the orifices appear plugged and the distribution across the surface of the filter is poor, with ponding
occurring in some areas of the filter. There was one tube in use on the chlorinator and two tubes in use on the dechlorinator. Chlorination appears ineffective,
with a daily maximum fecal violation at the time of sampling.
Parameter Effluent Data (Grab Sample) Permit limits ( Monthly Average/Daily Maximuml
BOD 37 mg/I 30 mg/I / 45 mg/I
TSR 18 mg/I 30 mg/I 145 mg/I
Fecal Coliform >2000/100ml 200/100 ml / 400/100 ml
Compliance Status: Compliance x Deficiency Non -Compliance
Name(s) and Signature(s) of Inspectors
Agency/Officeffelephone
Date
Larry Frost G
NC-DWQ/ARO 828-251-6208
z �Z6 D/
Signature of Reviewer
Agency/Office/Telephone
. D
NC-DWQ/ARO 828-251-6208

--- •- r:'1vutU11MEiy1AL MANAGEMENT WATER QUALITY FIELD -LAB FORM (D For Lab Use ONLY
CO may a e_ �
M 1)
A11TER BASIN gooF�'°"� f� �
PRIOR�TY
SAMPLE TYpE
REPORT TO RO 'to MRO RRO WaRO WIRO WSRO TS
AT BM
❑AMB[ENT ❑ OA
❑ STREAM
to EFFLUENT
Other
12COMPLIANCE ❑ CHAIN
❑ LAKE
❑ INFLUENT
Shipped by: Hum Co�ucrier, Stall, Other _
OF CUSTODY
❑EMERGENCY
❑ ESTUARY
COLLECTOR(S):
Lab Number:
Date Reedyads
/✓� CJ r Time:
Reed by: a A
From: Bus•Courls and 1
DATA ENTRY BY:
CL-JI.% CKt
DATE REPORTEDs
Z Q
Estimeted ROD Haag•: 0-5/6-26/26-66/40.130 or 100 lus STATION LOCATION: G,CFir/� ®p� j►/t��
Seed: Yes ❑ No ❑ Chlorinated: Yes ❑ NOR REMARKS:
Station #Date Begin (yy/MIm/dd) Tlme Be in Data End
` 0 Tlme Eod Depth DM DB DBM Value Type Composite 9a111I(e Type
A H L T 8 B C (IONXX
1 BODE 810 —� mg/!
Low
6 Coliforms Tuba FacaI 31615 /100m1
7 Coilfarm: Fecal Strop 31673 /loom[
g Residue: Total 500 mg/1
Chloride 940
NHS ae N 610 mg/I
TKN so N 625 mp/I
NO2 plus NOS -on N 680 n I
P: Total as P 665 mg/l
PO4 as P 70507 MINA
Pr Dissolved as P 666 mg/I
Cd•Cadmium 1027 ugA
Cr-Mrom[unuTotd 1084 ug/I
Cu-Copper 1042 ug/I
Ni-Nickel 1067 ug/I
Pb-Lead 1051 ue
Zn Ztnc 1092 ug/I
Ap3ilver 1077 u0/1
Al -Aluminum 1105 ,- - , ugyl
Be -Beryllium 1012 - _. ug/I
Ce-Calcl'sim •91'6
. ' I '' -4 ` nnO1
Co -Cobalt 1097n r LU�jg/l
s
Pe -Iron 1D45^'� ugA
LI-Lithium 1132 . ug/r
"
Mg-Magnsaluer 927 mg/I
Mn-Manganese 1055 ug/1
No -Sodium 929 mg/I
Arsenle:Total 1002 ug/I
Se -Selenium 1147 ug/I
Hg-Mercury 71900 USA
Organochlorfne Pesticides
OtganophaViiann Peaticldes
I - l Acid Hetbiddes — 1
I Base/ Neutral Extractable 0rganics-­1
I I rurgeable Organics (VOA bottle reg'di- I
Sampling Point X
Conductance at 25 C
Water Temperature V
D.O. mgA
pit
Alkallnity
gcid)ty
pH 8.3 pH 4.6—
pH 4.8 PH 9.3
Air Tem peratum (C)
2
94
Sollnity Sr
10
Precipitlon (In/day)
300 it
Cloud Cover %
400 1 •
Wind Direction Was)
822" 1431
Stream Flow Severity Turbidity Severity
82248 112242
Wind Velocity M/ti Mean
20
Stream Dep11: fL
Stream WidOr ft.
480
145 182
36
1351 1350
g
64
4
DMI/Revised 10/86

GMIKAssoeiates
Construction Services Division
September 28, 2000
Mr. Larry Frost
DNR-Water Quality Section
59 Woodfin Place
Asheville, NC 28801
RE: McDowell_County Schools
Glenwood Elementary r School ,Addit_i_on.__
Sewer Approval _
Dear Mr. Frost:
On behalf of McDowell County schools, we are requesting a sewer approval for the addition to
Glenwood Elementary School. The addition consists of 19,300 SF including 12 classrooms and
student toilets. The new wing will not be added to the existing sewer system that the school is
presently using. The addition will be tied into the new city sewer system. As a matter of fact, the
existing school will also be tied into the city sewer and the old system will no longer be in use.
Our Building and finishes contractor is on site and awaiting the building permit to begin construction.
It is my understanding that you will write an approval letter and forward it to Mr. Jerry Silvers for
permitting purposes.
We are anxious to get the proper approval from you so that we may get our building permit. I will be
glad to forward to you any drawings you may need for approval. Please let me know when you have
sent your approval to Mr. Silvers so that we can let the contractor know that the permit can be picked
up. We appreciate your cooperation in this issue.
Sincerely, /
7
Wes Slice
GMK Associates,
Construction Manager
Cc: B. Morgan,
File #8966
GMK Associates, Inc. • 1333 Main Street Suite 400 • Columbia, S.C. 29201 • Telephone [phone] - Fax [phone]
Architecture • Engineering • Planning • Interior Design • Design Build • Construction Services

A
- Dow�,A)
Annual Wastewater Treatment Plant Report
ORIGINAL
Glenwood School
NPDES #: NCO067130
Date: 3/15/00
WKA110,11111XIt-A
CE��]
-
J
o
(CD
C V
�
:aJ
C=
I
C3
F 'K
We are pleased to present to you this year's Annual Wastewater Treatment Plant Report.
This report is designed to inform you about the quality of the wastewater we discharge to
the receiving waters every day. Our constant goal is to protect the environmental waters
of North Carolina. We want you to understand the efforts we make to continually
improve the wastewater treatment process and protect our water resources. We are
committed to ensuring the quality of the receiving waters that we discharge to.
If you have any questions about this report or concerning your wastewater utility, please
contact Morris Trammel at [phone]. We want our valued customers to be
informed about their wastewater utility.
Let us first take this opportunity to give you a brief description of the Wastewater
Treatment Plant. The waters that go down the drain, follow many different pipes, and
ends up at the treatment plant. The wastewater goes to a large septic tank. There, just as
in a home septic tank, bacteria feed on the solids in the wastewater. From the septic tank,
it goes to two large sand filter beds. As the water flows through the beds, bacteria have
another opertunity to feed on the solids. After the water leaves the beds, in goes to
disinfection. Chlorine is used to kill off pathogenic organisms. When the water has been
disinfected, it leaves the plant and flows into the river.
PERFORMANCE
The treatment plant did very well last year. For the whole year, the plant was non-
compliant for only two days. Granted, being compliant for all 365 days is the goal; some
circumstances can not be prevented. These non-compliance's were for daily maximum
limits, and the treatment plant was in compliance with its monthly average limits for the
entire year.
p— -ram
MAY V2 2000,

The treatment plant was in compliance for January, February, March, April, May, June,
July, August, September, and November.
In October, the plant had a daily maximum non-compliance for fecal coliform. The
chlorine was adjusted, and the plant was back in compliance by the very next sample.
In December, the plant had a daily maximum non-compliance for fecal coliform. The
chlorine was adjusted, and the plant was back in compliance by the very next sample.
NOTIFICATION
This annual report has been sent to the North Carolina Division of Water Quality and to
the owner of the wastewater system. The wastewater system owner has also been given a
letter that they can easily distribute to all their customers. The letter will inform the
customers that the annual report is available upon request to the owner of the system.
CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify that this report has been made available to the users or
customers of the named system and that those users have been notified of its availability
as per the NOTIFICATION section above.
Paul Isenhour Date
Laboratory Supervisor
Water Quality Services, Inc.

uepartmeni oT tnvironmeni
and Natural Resources •
Division of Water Quality
James B. Hynt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director,
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
A"4 • A
WV
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
2/21 /2000
GARVIN TRINKS
MCDOWELL CO SCH.-GLENWOOD ELEM
P.O. BOX 130
MARION NC 28752
SUBJECT: NOTICE OF VIOLATION AND REVOCATION FOR NON PAYMENT
PERMIT NUMBER NCO067130
MCDOWELL CO SCH.-GLENWOOD ELEM
MCDOWELL COUNTY
Dear Permittee:
FEB 2 3 2000e
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
Payment of the required annual administering and compliance monitoring fee of $715.00 for this year has not
been received for the subject permit. This fee is required by Title 15 North Carolina Administrative Code 2H.0105, under
the authority of North Carolina General Statutes 143-215.3(a)(1), (1a) and (1b). Because this fee was not fully paid within
30 days after being billed, this letter initiates action to revoke the subject permit, pursuant to 15 ncac 2H.0105(b) (2) (k)
(4), and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, subject permit is hereby revoked unless the required Annual
Administering and Compliance Monitoring Fee is. received within that time. Discharges without a permit are subject to the
enforcement authority of the Division of Water Quality. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, NC 27699-1617
If you are dissatisfied with this decision, you have the right to request an administrative hearing within Thirty (30)
days following recipt of this notice, identifying the specific issues to be contended. This request must be in the form of a
written petition conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, Post Office Drawer 27447, Raleigh, North Carolina, 27611-7447. Unless such request for hearing is made or
payments received, revocation shall be final and binding. If you have any questions, please contact:
Mr. Forrest Westall, Asheville Water Quality Regional Supervisor, [phone].
Sincerely,
i
Kerr T. Stevens
cc: Supevisor, Water Quality Permits and Engineering Unit
Asheville Regional Office
County Health Department
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

State of North Caro,,, ,a
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Garvin Trinks
Maintenance Director
McDowell County Schools
P.O. Box 130
Marion, North Carolina 28752
Dear Mr. Trinks:
14 A�l
N-,C-DENR
i' ti DEC 2 2 2000
December 15, 2000
Subject: FINAL -- NPDES Permit No. NCO067130
Glenwood Elementary School
Marion, NC
McDowell County
According to your permit renewal request received October 29, 1999, the Division of Water
Quality (the Division) hereby transmits the Final Permit for the subject site. 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 U.S. Environmental Protection Agency dated May
9, 1994, or as subsequently amended.
The Division understands that Glenwood Elementary School intends to connect to the City
of Marion sewer system as part of school expansion, and therefore this NPDES permit is to be
rescinded. To rescind this permit, please submit a written request to the Asheville Regional
Office (Attn: Larry Frost) and to the DWQ/NPDES Unit in Raleigh (Attn: Joe Corporon).
This permit contains no significant changes, -however please note the following two
compliance -related issues.
1. Concerning Fecal Coliform. Upon review of monthly Discharge Monitoring Reports
(DMRs), the Division has noted that the Permittee has reported more than 1/3 of fecal
coliform values as "estimated" for both instream and effluent samples. Please be advised that
these data must not be reported as "greater than." This is a Permit Violation. Please discuss
this issue with your certified laboratory and take any necessary steps to correct.
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-161 7 - TELEPHONE [phone]/FAX 919-733-
071 9, AN EQUAL OPPORTUNITY AFFIRMATIVE ACTION EMPLOYER — 50% RECYCLED/1 0% POST —CONSUMER PAPER. VISIT US ON
THE INTERNET 9 http://h2o.enr.state.nc.us/NPDES

McDowel County Schools. _ lenwood Elementary
FINAL -- NPDES Permil No. NCO067130
Page 2
2. Concerning Total Residual Chlorine. Total Residual Chlorine (TRC) values are
inconsistently reported on DMRs in both milligrams per liter (parts per million) and
micrograms per liter (parts per billion). The Division wishes to stress that monitoring and
testing must be consistent with permit limits, and that accurate instrumentation and units of
measure are the responsibility of the Permittee. Any discrepancies regarding actual values or
units should be resolved before reporting.
If any parts, measurement frequencies, or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within
thirty (30) days following receipt of this letter. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina 27699-
6714). Unless such a demand is made, this permit shall be final and binding.
Please notice that this permit is not transferable except after notifying the Division of Water
Quality. The Division of Water Quality may require modification, or revocation and re -issuance
of this permit. This permit does not affect the Permittee's legal obligation to obtain other permits
which may be required by the Division of Water Quality, the Division of Land Resources, the
Coastal Area Management Act, or any other federal or local government.
If you have questions concerning this Final Permit, please contact Joe Corporon at (919)
733-5083, extension 597.
Sincerely,
Original Signed By
navid A. Goodrich
Kerr T. Stevens
cc: Central Files
s .:aloe ll7ETTnal O.f ce, Water Qu ity ectS�io
Point Source Compliance and Enforcement Unit
NPDES Unit
Technical Assistance & Certification Unit

NPDES Perm fo. NCO067130
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
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,
McDowell County Schools
is hereby authorized to discharge wastewater from a facility located at
Glenwood Elementary School
.NCSR 1786
Glenwood, NC
McDowell County
to receiving waters designated as Goose Creek within the Catawba River Basin in
accordance with effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, II, III and IV hereof.
This permit shall become effective February 1, 2001.
This permit and authorization to discharge shall expire at midnight January 31, 2006.
Signed this day December 15, 2000.
Original Signed By
Quid A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

NPDES Pen No. NC0067130
SUPPLEMENT TO PERMIT COVER SHEET
McDowell County Schools
is hereby authorized:
1. to continue discharging 0.0075 MGD of treated, domestic wastewater from a treatment
facility consisting of a grease trap, septic tank, sand filter, and tablet chlorinating
chamber and de -chlorination; located at Glenwood Elementary School, NCSR 1786,
Glenwood, NC, McDowell County, and;
2. to discharge from said wastewater treatment works through Outfall 001 to Goose Creek
(see attached map), a Class C water -body located within the Catawba River Basin.

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McDowell County Sdiodis
State Grid/USGS Squad E 11 SW / Glenwood, N.C.
Latitude- 35' 36 36' N
Longitude: 82' 59 48" W PqnpRtBdF1ow-. 0.0075 MGD
Receiving Stream Goose Creek Drainage Basin Catawba RiverBasin
StreamChm,- C Sub -Basin: 03-08-30
( I
Facility
Location
not to scale
NPDES Pemit No. NCO067130
McDowell Comty

NPDES Permit No. NCO0671 30
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
Beginning on the effective date of this permit and lasting until the expiration date, the Permittee is authorized to
discharge treated domestic wastewater through Outfall 001. Such discharges shall be limited and monitored
by the Permittee as specified below:
PARAMETERS
EFFLUENT LIMITATIONS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample
Location'
Flow (MGD)
0.0075
Weekly
Instantaneous
I or E
BOD, 5 day, 20' C
30 mg/L
45 mg/L
2/Month
Grab
E
Total Suspended Residue
30 mg/L
45 mg/L
2/Month
Grab
E
Fecal Coliform2
200 / 100 ml
400 / 100 ml
2/Month
Grab
E
Temperature
Weekly
Grab
E
pH
2/Month
Grab
E
NH3 as N
Monthly
Grab
E
Total Residual Chlorine
28 µg/L
2/Week
Grab
E
Fecal Coliform
2/Month
Grab
U, D
Footnotes:
1. E = effluent; I = influent; U = upstream (at least 100 feet upstream of Outfall 001); D = at least 300 feet
downstream of Outfall 001)
2. Calculate Fecal Coliform using the geometric mean (see procedure Part H. Section A ,Paragraph 9b)
3. pH shall not fall below 6.0 nor exceed 9.0 standard units.
Units:
BOD =
biochemical oxygen demand
MGD =
million gallons per day;
mg/L =
milligrams per liter.
µg/L =
micrograms per liter
lbs/month =
pounds per month
Ibs/year =
pounds per year
Effluent shall contain no floating solids or foam visible in other than trace amounts.

PART
Section B. Schedule of Compliance .
L The permittee shall comply with Final Effluent Limitations specified for discharges in accordance
with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter case,
the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1 of 14
PART U
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Water Quality.
2. DEM or "the Division"
Means the Division of Water Quality, Department of Environment, Health and Natural Resources.
3. EMC
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC
1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during a calendar month on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
month It is therefore, an arithmetic mean found by adding the weights of the pollutant found
each day of the month and then dividing this sum by the number of days the tests were
reported. The limitation is identified as "Monthly Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or measured
during such week. It is, therefore, an arithmetic mean found by adding the weights of
pollutants found each day of the week and then dividing this sum by the number of days the
tests were reported. This limitation is identified as "Weekly Average" in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during a
calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge." This limitation' is identified as "Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found each
day of the year and then dividing this sum by the number of days the tests were reported. This
limitation is defined as "Annual Average" in Part I of the permit.

Part II
Page 2 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar month on
which daily discharges are sampled and measured, divided by the number of daily discharges
sampled and/or measured during such month (arithmetic mean of the daily concentration
values). The daily concentration value is equal to the concentration of a composite sample or in
the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples
collected during that calendar day. The average monthly count for fecal coliform bacteria is
the geometric mean of the counts for samples collected during a calendar month. This
limitation is identified as "Monthly Average" under "Other Limits" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the .sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average weekly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar week. This limitation is identified as "Weekly Average" under "Other Limits" in
Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as "Daily
Maximum" under "Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for- fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily discharges
sampled and/or measured during such year (arithmetic mean of the daily concentration
values). The daily concentration value is equal to the concentration of a composite sample or in
the case of grab samples is the arithmetic mean (weighted by flow value) of all the samples
collected during that calendar day. The average yearly count for fecal coliform bacteria is the
geometric mean of the counts for samples collected during a calendar year. This limitation is
identified as "Annual Average" under "Other Limits" in Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable amount of
dissolved oxygen required to be available in the effluent prior to discharge averaged over a
calendar day. If only one dissolved oxygen sample is taken over a calendar day, the sample is
considered to be the "daily average concentration" for the discharge. It is identified as "daily
average" in the text of Part I.
f. The "quarterly average concentration" is'the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part 1 of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through March,
April through June, July through September, and October through December.

Pan II
Page 3 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow, averaged
monthly. It is determined as the arithmetic mean of the total daily flows recorded during the
calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling, when
both the sample and flowwill be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility which occurs
continually without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for
infrequent maintenance activities on the flow device.
8. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of discharge
and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(2) a series of grab samples of equal volume collected over a 24 hour period with the time
intervals between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be determined by use of a flow
recorder and totalizer, and the present gallon interval between sample collection fixed at
no greater than 1 /24 of the expected total daily flow at the treatment system, or
(3) a single, continuous sample collected over a 24 hour period proportional to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time of
greater than 24 hours. In such cases, effluent grab samples may be collected at time intervals
evenly spaced over the 24 hour period which are equal in number of hours to the detention time
of the system in number of days. However, in no case may the time interval between effluent
grab samples be greater than six (6) hours nor the number of samples less than four (4) during a
24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must ' be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual
values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the
individual values where N is equal to the number of individual values. The geometric mean is
equivalent to the antilog of the arithmetic mean of the logarithms of the individual values.
For purposes of calculating the geometric mean, values of zero (0) shall be considered to be one
c. Weighted by Flow Value: Weighted by flow value means the summation of each concentration
times its respective flow divided by the summation of the respective flows.

Part II
Page 4 of 14
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next day.
However, for purposes of this permit, any consecutive 24-hour period that reasonably represents
the calendar day may be used for sampling.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to Section
311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act.
SECTION S. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and reissuance, or modification; or denial of a permit renewal application.
a. The permittee shall comply with effluent standards or prohibitions established under section
307(a) of the Clean Water Act for toxic pollutants and with standards. for sewage sludge use or
disposal established under section 405(d) of the Clean Water Act within the time provided in
the regulations that establish these standards or prohibitions or standards for sewage sludge
use or disposal, even if the permit has not yet been modified to incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to a
civil penalty not to exceed $25,000 per day for each violation. Any person who negligently
violates any permit condition is subject to criminal penalties of $2,500 to $25,000 per day of
violation, or imprisonment for not more than 1 year, or both. Any person who knowingly
violates permit conditions is subject to criminal penalties of $5,000 to $50,000 per day of
violation, or imprisonment for not more than 3 years, or both. Also,_any person who violates a
permit condition may be assessed an administrative penalty not to exceed $10,000 per violation
with the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33
US.C.1319 and 40 CFR 122 41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per violation
may be assessed against any person who violates or fails to act in accordance with the terms,
conditions, or requirements of a permit. [Ref: North Carolina General Statutes § 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating
section 301, 302, 306, 307, 308, 318, or 405 of the Act,- or any permit condition or limitation
implementing any of such sections in a permit issued under section 402 of the Act.
Administrative penalties for Class I violations are not to exceed $10,000 per violation, with
the maximum amount of any Class I penalty assessed not to exceed $25,000. Penalties for Class
II violations are not to exceed $10,000 per day for each day during which the violation
continues, with the maximum amount of any Class 11 penalty not to exceed $125,000.

Part 11
Page 5 of 14
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or
disposal in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part II, C4) and 'Tower Failures" (Part 11,
C-7), nothing in this permit shall be construed to relieve the permittee from any responsibilities,
liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of
the Federal Act, 33 USC I319. Furthermore, the permittee is responsible for consequential damages,
such as fish kills, even though the responsibility for effective compliance may be temporarily
suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of'any legal action or relieve
the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal.property,
or any exclusive privileges, nor does it authorize any injury to private property or any invasion of
personal rights, nor any infringement of Federal, State or local laws or regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical
structures or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the application
of any provision of this permit to any circumstances, is held invalid, the application of such
provision to other circumstances, and the remainder of this permit, shall not be affected thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists for
modifying, revoking and reissuing, or terminating this permit or to determine compliance with this
permit. The permittee shall also furnish to the Permit Issuing Authority upon request, copies of
records required to be kept by this permit.
9. DuIX o Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration date of
this permit, the permittee must apply for and obtain a new permit.

Pan II
Page 6 of 14
10. Expiration of Permit
The permittee is not authorized to discharge after the expiration date. In order to receive
automatic authorization to discharge beyond the expiration date, the permittee shall submit such
information, forms, and fees as are required by the agency authorized to issue permits no later than
180 days prior to the expiration date. Any permittee that has not requested renewal at least 180
days prior to expiration, or any permittee that does not have a permit after the expiration and has
not requested renewal at least 180 days prior to expiration, will subject the permittee to enforcement
procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Sgnato Zv Rye uirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed
and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a
responsible corporate officer means: (a) a president, secretary, treasurer or vice president
of the corporation in charge of a principal business function, or any other person who
performs similar policy or decision making functions for the corporation, or (b) the manager
of one or more manufacturing production or operating facilities employing more than 250
persons or having gross annual sales or expenditures exceeding 25 million (in second quarter
1980 dollars), if authority to sign documents has been assigned or delegated to the manager
in accordance with corporate procedures.
(2) For a partnership or sole proprietorship! by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive
officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized representative of
that person. A person is a duly authorized representative only if:
(I) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the
overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for environmental
matters for the company. (A duly authorized representative may thus be either a named
individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit issuing Authority.
c. Certification. Any person signing a document under paragraphs a. or b. -of this section shall
make the following certification:
"I certify, under penalty of law; that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of the
person or persons who manage the system, or those persons directly responsible for gathering
the information, the information submitted is, to the best of my knowledge and belief, true,
accurate, and complete. I am aware that there are significant penalties 'for submitting false
information, including the possibility of fines and imprisonment for knowing violations."

Part I1
Page 7 of 14
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for.cause. The filing of a request
by the permittee for a permit modification, revocation and reissuance, or termination, or a
notification of planned changes or anticipated noncompliance does not stay any permit condition.
13. Permit Modification. Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed by
the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts 122 and
123; Title 15A of the North Carolina Administrative Code., Subchapter 2H .0100; and North
Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. (The exclusive
authority to operate this facility arises under this permit. The authority to operate the facility
under previously issued permits bearing this number is no longer effective.. ] The conditions,
requirements, terms, and provisions -of this permit authorizing discharge under the National
Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 9OA-44 of North Carolina- General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORO of the wastewater treatment facilities. Such
operator must hold a certification of the grade 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 any 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. Once the
facility is classified, the permittee shall submit a letter to the Certification Commission which
designates the operator in responsible charge within thirty days after the wastewater treatment
facilities are 50% complete.
2. Pro= Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This provision
requires the operation of back-up or auxiliary facilities or similar systems which are installed by a
pem- ttee only when the operation is necessary to achieve compliance with the conditions of the
permit.

Pan II
Page 8 of 14
3. Need to Halt or Reduce not a Defense
It shall not be -a defense for a permittee in an enforcement action that it would have been necessary
to halt or reduce the permitted activity in order to maintain compliance with the condition of this
permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) 'Bypass" means the known diversion of waste streams from any portion of a treatment
facility including the collection system, which is not a designed or established or operating
mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to the
treatment facilities which causes them to become inoperable, or substantial and permanent
loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage does not mean economic loss caused by delays in
production.
b. Bypass not exceeding limitations.
The permsttee may allow any bypass to occur which -does not cause effluent limitations to be
exceeded, but only if it also is for essential maintenance to assure efficient operation. These
bypasses are not subject to the provisions of Paragraphs c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall
submit prior notice, if possible at least ten days before the date of the bypass; including an
evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II, E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action against
a permittee for bypass, unless:
(A) Bypass was unavoidable to. prevent loss of life, personal injury or severe property
damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment
facilities, retention of untreated wastes or maintenance during normal periods of
equipment downtime. This condition is not satisfied if adequate backup equipment should
have been installed in the exercise of reasonable engineering judgment to prevent a bypass
which occurred during normal periods of equipment downtime or preventive maintenance;
and
(0 The permittee submitted notices as required under Paragraph c. of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. (1) of this section.

Part II
Page 9 of 14
5. PMts
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors beyond the
reasonable control of the permittee. An upset does not include noncompliance to the extent
caused by operational error, improperly designed treatment facilities, inadequate treatment
facilities, lack of preventive maintenance, or careless or improper operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with such
technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
C. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence that.
(1) An upset occurred and that the permittee can identify the cause(s) of the upset,
(2) The permittee facility was at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of this permit.
(4)- The permittee complied with any remedial measures required under Part I1, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset has
the burden of proof.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of
wastewaters shall be utilized/disposed of in accordance with NCGS 143-2151 and in a manner such
as to prevent any pollutant from such materials from entering waters of the State or navigable
waters of the United States. The permittee shall comply with all existing federal regulations
governing the disposal of sewage sludge. Upon promulgation of 40 CFR Part 503, any permit issued
by the Permit Issuing Authority for the utilization/disposal of sludge may be reopened and
modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR Part 503. The
permittee shall comply with applicable 40 CFR Part 503 Standards for the Use and Disposal of
Sewage Sludge (when promulgated) within the time provided in the regulation, even. if the permit
is not modified to incorporate the requirement. The permittee shall notify the Permit Issuing
Authority of any significant change in its sludge use or disposal practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM Regulation,
Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability, to prevent the
discharge of untreated or inadequately treated wastes during electrical power failures either by
means of alternate power sources, standby generators or retention of inadequately treated effluent.

Part H
Page 10 of 14
SECTION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than daily
shall be taken on a day and time that is characteristic of the discharge over the entire period
which the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority.
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and
reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1.1, 2, 3) or
alternative forms approved by the Director, DEM, postmarked no later than the 30th day
following the completed reporting period.
The first•DMR is due on the last day of the month following the issuance of the permit or in the case
of a new facility, on the last day of the month following the commencement of discharge.
Duplicate signed copies of these, and all other reports required herein, shall be submitted to the
following address:
Division of Water Quality
Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices
shall be selected and used to ensure the accuracy and reliability of measurements of the volume of
monitored discharges. The devices shall be installed, calibrated and maintained to ensure that the
accuracy of the measurements are consistent with the accepted capability of that type of device.
Devices selected shall be capable of measuring flows with a maximum deviation of less than + 10%
from the true discharge rates throughout the range of expected discharge volumes. Once -through
condenser cooling water flow which is monitored by pump logs; or pump hour meters as specified in
Part I of this permit and based on the manufacturer's pump curves shall not be subject to this
requirement.
4. Test Procedures
Test procedures, for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations
published pursuant to Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as
Amended, and Regulation 40 CFR 136; or in the case of sludge use or disposal, approved under 40
CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been specified
in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce
minimum detection and reporting levels that are below the permit discharge requirements and all
data generated must be reported down to the minimum detection or lower reporting level of the
procedure. If no approved methods are determined capable of achieving minimum detection and

Pan II
Page 11 of 14
reporting levels below permit discharge requirements, then the most sensitive (method with the
lowest possible detection and reporting level) approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders
inaccurate, any monitoring device or method required to be maintained under this permit shall,
upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for
not more than two years per violation, or by both. If a conviction of a person is for a violation
committed after a first conviction of such person under this paragraph, punishment is a fine of not
more than $20,000 per day of violation, or by imprisonment of not more than 4 years, or both.
6. Records Retention
Except for records of monitoring information required by this permit related to the permittee's
sewage sludge use and disposal activities, which shall be retained for a period of at least five
years (or longer as required by 40 CFR 503), the permittee shall retain records of all monitoring
information, including all calibration and maintenance records and all original strip chart
recordings for continuous monitoring instrumentation, copies of all reports required by this permit,
for a period of at least 3 years from the date of the sample, measurement, report or application.
This period may be extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the permittee.
shall record the following information:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f . The results of such analyses.
8. Inspection and Entry
The permittee shall allow the Director; or an authorized representative (including an authorized
contractor acting as a representative of the Director), upon the presentation of credentials and other
documents as may be required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions
of this permit;
c. Inspect at'reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as
otherwise authorized by the Clean Water Act, any substances or parameters at any location.

Part II
Page 12 of 14
SECTION E. REPORTING REQUIREMENTS
1: Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit.
The discharge of any pollutant identified in this permit more frequently than or at a level in excess
of that authorized shall constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
whether a facility is a new source in 40 CFR Part 12229 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to
effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42 (a)
(D.
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, addition or change may justify the application of
permit conditions that are different from or absent in the existing permit, including notification
of additional use or disposal sites not reported during the permit application process or not
reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted
facility or activity which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any person except after notice, to the Director. The Director may
require modification or revocation and reissuance of the permittee and incorporate such other
.requirements as may be necessary under the Clean Water Act.
S. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit
a. Monitoring results must be, reported on a Discharge Monitoring Report (DMR) (See Part 11. D. 2
of this permit) or forms provided by the Director for reporting results of monitoring of sludge use
or disposal practices.
b. If the permittee monitors any pollutant more frequently than required by the permit, using test
procedures specified in Part II, D. 4. of this permit or in the case of sludge use or disposal,
approved under 40 CFR 503, or as specified in this permit, the results of this monitoring shall be
included in the calculation and reporting of the data submitted in the DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.

Part II
Page 13 of 14
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a
description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence
of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours under
this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2) Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under paragraph
b. above of this condition if the oral report has been received within 24 hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part IL E. 5 and 6. of
this permit at the time monitoring reports are submitted. The reports shall contain the information
listed in Part IL E. 6. of this permit.
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director, it shall promptly submit such facts or infonnation.
9. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division 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 water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a sludge digester; 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 render 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.

Part II
Page 14 of 14
Persons reporting such occurrences by telephone shall also file a written report in letter form within
5 days following first knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of the
Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be available for
public inspection at the offices of the Division of Water Quality. As required by the Act, effluent
data shall not be considered confidential. Knowingly making any false statement on any such
report may result in the imposition of criminal penalties as provided for in NCGS 143-2151(b)(2) or
in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other .document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation,
or by imprisonment for not more than two years per violation, or by both.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until Final
Plans and Specifications have been submitted to the Division of Water Quality and written approval
and Authorization to Construct has been issued.
B. _Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Water Quality, conduct
groundwater monitoring as may be required to determine the compliance of this NPDES permitted
facility with the current groundwater standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe:
a.That any activity has occurred or will occur which would result in the discharge, on a routine or
frequent basis, of any toxic pollutant which is not limited in the permit, if that discharge will
exceed the highest of the following "notification levels'
(1) One hundred micrograms per liter (100 ug/1);
(2)Two hundred micrograms per liter (200 ug/1) for acrolein and acrylonitrile; five hundred
micrograms per liter (500 ug/1) for 2A-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and
one milligram per liter (1 mg/1) for antimony;
(3) Five (3) times- the maximum concentration value reported for that pollutant in the permit
application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine
or infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will
exceed the highest of the following "notification levels"; ,
(1) Five hundred micrograms per liter (500 ug/1);
(2) One milligram per liter (I mg/1) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the permit
application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the most
environmentally sound alternative of the reasonably cost effective alternatives. If the facility is in
substantial non-compliance with the terms and conditions of the NPDES permit or governing rules,
regulations or laws, the permittee shall submit a report in such form and detail as required by the
Division evaluating these alternatives and a plan of action within sixty (60) days of notification by the
Division.

tis,.A�•��s�� �.e� ���eE�ti �98
A. The permittee must pay the annual administering and compliance monitoring fee
wiib n.3b, (thirty): days. -after being Med try the -.D ens on.. ,Failure. to -pay the fee in
a ten ely.-nzanner:in accordance with I5A NCAC 2H..0105(b)(4) Wray cause this
:: Dison to` uut<a#e anion to %evoke the PeTnut -

SPILL RESPONSE PLAN EVALUATION
1. Do you have a current 24 hour contact list which includes phone numbers of key personnel and/or
contractors? Yes No (If Yes, please attach)
2. Do you have an equipment list which includes what functional equipment is available and where it is
located? X Yes No (If Yes, please attach)
3. Do you have the staff resources to make an on -site assessment of a spill with in two hours of notification
of the spill? X Yes No (If No, please explain below)
4. Please list your standard spill response procedures: Sze attached
5. Is your spill response plan readily available to all essential personnel? X Yes No
If No, please explain why:
6. Are all essential personnel familiar with the spill response plan and clearly understand its contents?
X Yes No
If No, please explain why:

WATEWQUALITY SERVICES, LABS
PO Box 1102 Banner Elk, NC 28604
Phone [phone] Fax [phone]
24 HOUR CONTACT LIST
CONTACT
TITLE
COMPANY
PHONE
FAX
Garvin Trinks
Manager
PERMITTEE
704-652-4535
Larry Townsend
OPERATOR
WATER QUALITY
28-898-9212
828-7 33-314
SERVICES
RUSTY TRAMMEL
DIRECTOR
WATER QUALITY
[phone]
(,828) 733-3143
SERVICES
PAUL ISENHOUR
COLLECTION SYSTEM'
WATER QUALITY
[phone]
SUPERVISOR
SERVICES
A-1
DON RICHARDSON
OWNER
APPALACHIAN
[phone]
PUMPING
CHARLES CHURCH
OWNER
CHURCH
[phone]
PUMPING
STEVE GILLIAMS
OWNER
GILLIAMS
[phone]
CONSTRUCTION

WATER QUALITY SERVICES, LABS
PO Box 1102 Banner Elk, NC 28604
Phone [phone] Fax [phone]
EMERGENCEY EQUIPMENT LIST
EQUIPMENT
LOCATION
CONTACT
3" MUD PUMP
WATER QUALITY SERVICES
RUSTY
OFFICE
TRAMMEL
GASOLINE
WATER QUALITY SERVICES
RUSTY
OFFICE
TRAMMEL
HAND TOOLS
WITH OPERATOR
OPERATOR
BACKHOE
GILLIAMS COSTRUCTION
STEVE
GILLIAMS
PUMP TRUCK
A-1 APPALACHIAN PUMPING
DON
RICHARDSON

WATER QUALITY SERVICES, LABS
PO Box 1102 Banner Elk, NC 28604
Phone [phone] Fax [phone]
SPILL RESPONSE PLAN
STEP 1: RECEIVE NOTIFICATION ABOUT SPILL.
STEP 2: CONTACT OPERATOR OF PLANT CORRESPONDING TO COLLECTION SYSTEM.
STEP 3: OPERATOR GOES TO SPILL SITE TO MAKE AN ASSESSMENT OF THE SPILL.
STEP 4: OPERATOR CONTACTS WQS OFFICE TO GIVE AN UPDATE ABOUT SPILL.
STEP 5: PEOPLE AND EQUIPMENT ARE GATHERED TO STOP SPILL.
STEP 6: SPILL IS CONTAINED.
STEP 7: CLEANUP OF SPILL SITE, LIME WILL BE APPLIED.
STEP 8: CONTACT DIVISION OF WATER QUALITY AT CORRESPONDING REGIONAL OFFICE
WITHIN 24 HOURS OF FIRST NOTIFICATION OF THE SPILL.

State of North.Carolir
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director.
April 19, 1995
Mr. Carroll Hensley
P. O. Box 130
Marion, North Carolina 28752
Subject: NPDES Permit Issuance
Permit No. NCO067130
McDowell County Schools -Glenwood Elem.
McDowell County
Dear Mr. Hensley:
In accordance with the application for a discharge permit, the Division is forwarding herewith the
subject NPDES 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 an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is
made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part II, E.4. addresses the requirements to be
followed in case of change in ownership or control of this discharge.
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. Dana Bolden at telephone
number [phone], extension 518.
Sincerely,
original Signed. By
David A. Goodrich
A. Preston Howard, Jr., P. E.
cc: Central Files
(Arse, i�lle'�R_egi�n
7vlr. Roosevelt Childress, EPA
Permits and Engineering
Facilities Assessment Unit
Operator Training and Certification Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Telephone [phone] FAX [phone]
50% recycled/ 100/6 post -consumer paper
zLY

Permit No. NCO067130
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
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,
McDowell County Board of Education
is hereby authorized to discharge wastewater from a facility located at
Glenwood Elementary School
on NCSR 1786
McDowell County
to receiving waters designated as Goose Creek in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts I, H, and III hereof.
The permit shall become effective June 1,1995
This permit and the authorization to discharge shall expire at midnight on April 30, 2000
Signed this day April 19,1995
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

SUPPLEMENT TO PERMIT COVER SHEET
McDowell County Board of Education
is hereby' authorized to:
Permit No. NC0067130
1. Continue to operate an existing 0.0075 MGD wastewater treatment facility consisting of a septic
tank, dosing tank, and surface sand filter located at Glenwood Elementary School, NCSR 1786,
McDowell County, (See Part III of the Permit), and
-After receiving an Authorization to Construct from the Division of Environmental Management,
construct additional treatment units as necessary to meet the effluent limitations in this permit, and
3. Discharge from said treatment works at the location specified on the attached map into Goose Creek
which is classified C in the Catawba River Basin.

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A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO067130
During the period beginning on the effective date of this permit and lasting until July 31, 1995, the Pennittee is authorized to, discharge
from outfaH(s) serial number 001. Such discharges shall be limited and monitored by the Permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample 'Sample
Monthly. Avg. Weekly Avg. Daily Max. Freau�y Type Location
Flow \ 0.0075 MGD Weekly Instanteanous I or E
BOD, 5-Day, 0-' 30.0 mg/I 45.0 mg/1 2/month Grab E
Total Suspended Residue 30.0 mg/1 45.0 mg/1 2/month Grab E
NH3 as N Monthly Grab E
Fecal Coliform (geometric mean)
Temperature
* Sample locations: E - Effluent, I - Influent, U - Upstream at
point
The pH shall not be less than 6.0 standard units nor greater than S
grab samples.
2/month , Grab E,U,D
Weekly Grab E
00 fe t above discharge point, D - Dpwnstream at least 300 feet below discharge
dard units at ffluent. Effluent monitoring shall be conducted 2/month by
There shall be no discharge of floating solids or visibl oam in other than trace amounts.
C-
0

A. (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL Permit No. NCO067130
During the period beginning on -August 1, 1995 and lasting until expiration, the Permittee is authorized to discharge from outfall(s) serial
number 001. Such discharges shall be limited and monitored by the Permittee as specified below:
Effluent Characteristics
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
'Sample
Monthly. Avg.
Weekly
Avg. Daily Max.
Frequency
Type
Location
Flow
0.0075 MGD
Weekly J
Instanteanous
I or E
BOD, 5-Day, 2b°C"
30.0 mg/1
45.0
mg/I
2/month
Grab
E
Total Suspended Residue"
30.0 mg/1
45.0
mg/l
2/month
Grab
E
NH3 as N
Monthly
Grab
E
Fecal Coliform (geometric mean)
200.0 /100 ml
400.0
/100 ml
2/month
Grab
E,U,D
Total Residual Chlorine
28.0 µg/I
2/week
Grab
E
Temperature
Weekly
Grab
E
* Sample locations: E - Effluent, I - Influent, U - Upstream at least 100 feet above discharge point, D - Downstream at least 300 feet below discharge
point
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units at the effluent. Effluent monitoring shall be conducted 2/month by
grab samples.
There shall be no discharge of floating solids or visible foam in other than trace amounts.
1.

PART I
Section B. Schedule of Compliance
1. The: permittee shall comply with Final Effluent Limitations specified for discharges in
accordance with the following schedule:
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the
existing facilities at optimum efficiency.
3. No later than 14 calendar days following a date identified in the above schedule of compliance,
the permittee shall submit either a report of progress or, in the case of specific actions being
required by identified dates, a written notice of compliance or noncompliance. In the latter
case, the notice shall include the cause of noncompliance, any remedial actions taken, and the
probability of meeting the next schedule requirements.

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A.- DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Environment, Health and
Natural Resources.
3. EN4c
Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33
US 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are sampled
and measured, divided by the number of daily discharges sampled and/or measured during
such month. It is therefore, an arithmetic mean found by adding the weights of the
pollutant found each day of the month and then dividing this sum by the number of days
the tests were reported. The limitation is identified as "Monthly Average" in Part I of the
permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar week (Sunday - Saturday) on which daily discharges
are sampled and measured, divided by the number of daily discharges sampled and/or
measured during such week. It is, therefore, an arithmetic meanfound by adding the
weights of pollutants found each day of the week and then dividing this sum by the
number of days the tests were reported. This limitation is identified as "Weekly Average"
in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during
a calendar day. If only one sample is taken during any calendar day the weight of pollutant
calculated from it is the "maximum daily discharge. This limitation is identified as 'Daily
Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled
and/or measured during the calendar year on which daily discharges are sampled and
measured, divided by the number of daily discharges sampled and/or measured during such
year. It is, therefore, an arithmetic mean found by adding the weights of pollutants found
each day of the year and then dividing this sum by the number of days the tests were
reported. This limitation is defined as "Annual Average" in Part I of the permit.

Part II
Page 2 of 14
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar month
on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such month (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average monthly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar month. This limitation is identified as "Monthly Average" under "Other Limits" in
Part I of. the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/or measured during a calendar week
(Sunday/Saturday) on which daily discharges are sampled and measured divided by the
number of daily discharges sampled and/or measured during such week (arithmetic mean of
the daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted by
flow value) of all the samples collected during that calendar day. The average weekly count
for fecal coliform bacteria is the geometric mean of the counts for samples collected during
a calendar week. This limitation is identified as "Weekly Average" under "Other Limits" in
Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a
calendar day. If only one sample is taken during any calendar day the concentration of
pollutant calculated from it is the "Maximum Daily Concentration". It is identified as
"Daily Maximum" under "Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the
concentrations of all daily discharges sampled and/oi'measured during a calendar year on
which daily discharges are sampled and measured divided by the number of daily
discharges sampled and/or measured during such year (arithmetic mean of the daily
concentration values). The daily concentration value is equal to the concentration of a
composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day . The average yearly count for
fecal coliform bacteria is the geometric mean of the counts for samples collected during a
calendar year. This limitation is identified as "Annual Average" under "Other Limits" in
Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable amount
of dissolved oxygen required to be available in the effluent prior to discharge averaged
over a calendar day. If only one dissolved oxygen sample is taken over a calendar day, the
sample is considered to be the "daily average concentration" for the discharge. It is
identified as "daily average" in the text of Part I.
f. The "quarterly average concentration" is the average of all samples taken over a calendar
quarter. It is identified as "Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March, April through June, July through September, and October through December.

Part lI
Page 3 of 14
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly.' It is determined as the arithmetic mean of the total daily flows recorded
during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling,
when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility which
occurs continually without interruption throughout the operating hours of the facility. Flow
shall be monitored continually except for the infrequent times when there may be no flow
or for infrequent maintenance activities on the flow device.
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at the time of
individual sample collection, or
(2) a series of grab samples of equal volume collected over a 24 hour period with the time
intervals between samples determined by a preset number of gallons passing the
sampling point. Flow measurement between sample intervals shall be determined by
use of a flow recorder and totalizer, and the present gallon interval between sample
collection fixed at no greater than 1/24 of the expected total daily flow at the treatment
system, or
(3) a single, continuous sample collected over a 24 hour period proportional to the rate of
flow.
In accordance with (1) above, the time interval between influent grab samples shall be no
greater than once per hour, and the time interval between effluent grab samples shall be no
greater than once per hour except at wastewater treatment systems having a detention time
of .greater than 24 hours. In such cases, effluent grab samples may be collected at time
intervals evenly spaced over the 24 hour period which are equal in number of hours to the
detention time of the system in number of days. However; in no case may the time interval
between effluent grab samples be greater than six (6) hours nor the number of samples less
than four (4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually. Grab samples must be
representative of the discharge or the receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of
the individual values where N is equal to the number of individual values. The geometric
mean is equivalent to the antilog of the arithmetic mean of the logarithms of the individual
values. For purposes of calculating the geometric mean, values of zero (0) shall be
considered to be one (1).

Part II
Page 4 of 14
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective flows.
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next
day. However, for purposes of this permit, any consecutive 24-hour period that reasonably
represents the calendar day may be used for sampling.
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant to
Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean Water Act. -
SECTION B. GENERAL CONDITIONS
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is grounds for enforcement action; for permit
termination, revocation and _reissuance, or modification; or denial of a permit renewal
application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants and with standards for sewage
sludge use or disposal established under section 405(d) of the Clean Water Act within the
time provided in the regulations that establish these standards or prohibitions or standards
for sewage sludge use or disposal, even if the permit has not yet been modified to
incorporate the requirement.
b. The Clean Water Act provides that any person who violates a permit condition is subject to
a civil penalty not to exceed $25,000 per day for each violation. Any person who
negligently violates any permit condition is subject to criminal penalties of $2,500 to
$25,000 per day of violation, or imprisonment for not more than 1 year, or both. Any
person who knowingly violates permit conditions is subject to criminal penalties of.$5,000
to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also,
any person who violates a permit condition may be assessed an administrative penalty not
to exceed $10,000 per violation with the maximum amount not to exceed $125,000. [Ref:
Section 309 of the Federal Act 33 U.S.C. 1319 and 40 CFR 122.41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per
violation may be assessed against any person who violates or fails to act in accordance with
the terms, conditions, or requirements of a permit. [Ref: North Carolina General Statutes
§ 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for .violating
section 301, 302, 306, 307, 308, 318, or 405 of the Act, or any permit condition or
limitation implementing any of such sections in a permit issued under section 402 of the
Act. Administrative penalties for Class I violations are not to exceed $10,000 per violation,
with the maximum amount of any Class I penalty assessed not to exceed $25,000.

Part II
Page 5 of 14
Penalties for Class II violations are not to exceed $10,000 per day for each day during
which the violation continues, with the maximum amount of any Class II penalty not to
exceed $125,000.
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use
or disposal in violation of this permit which has a reasonable likelihood of adversely affecting
human health or the environment.
,1 Mq rGIM,_�
Except as provided in permit conditions on 'Bypassing" (Part II, C-4) and "Power Failures"
(Part II, C-7), nothing in this permit shall be construed to relieve the permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-
215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the permittee is
responsible for consequential damages, such as fish kills, even though the responsibility for
effective compliance may be temporarily suspended.
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve
the permittee from any responsibilities, liabilities, or penalties to which the permittee is or may
be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even
though the responsibility for effective compliance may be temporarily suspended.
The issuance of this permit does not convey any property rights in either real or personal
property, or any exclusive privileges, nor does it authorize any injury to private property or any
invasion of personal rights, nor any infringement of Federal, State or local laws or regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical
structures or facilities or the undertaking of any work in any navigable waters.
7. Sever -ability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstances, is held invalid, the application
of such provision to other circumstances, and the remainder of this permit, shall not be affected
thereby.
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause exists
for modifying, revoking and reissuing, or terminating this permit or to determine compliance
with this permit. The permittee shall also furnish to the Permit Issuing Authority upon
request, copies of records required to be kept by this permit.

Part II
Page 6 of 14
If the permittee wishes to continue an activity regulated by this permit after the expiration date
of this permit, the permittee must apply for and obtain a new permit.
The. permittee is not authorized to discharge after the expiration date. In order to receive
automatic authorization to discharge beyond the expiration date, the permittee shall submit such
information, forms, and fees as are required by the agency authorized to issue permits no later
than 180 days prior to the expiration date. Any permittee that has not requested renewal at least
180 days prior to expiration, or any permittee that does not have a permit after the expiration
and has not requested renewal at least 180 days prior to expiration, will subject the permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be
signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section,
a responsible corporate officer means: (a) a president, secretary, treasurer or vice
president of the corporation in charge of a principal business function, or any other
.person who performs similar policy or decision making functions for the corporation,
or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority -to sign documents
has been assigned or delegated to the manager in accordance with corporate procedures.
c '
(2) For a partnership or sole proprietorship: by a general partner orthe proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
0) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for
the overall operation of the regulated facility or activity, such as the position of plant
manager, operator of a well or well field, superintendent, a position of equivalent
responsibility, or an individual or position having overall responsibility for
environmental matters for the company. (A duly authorized representative may thus be
- either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority.

Part II
Page 7 of 14
c. Certification. Any person signing a document under .paragraphs a. or b. of this section
shall make the following certification:
I certify, under penalty of law, that this document and all attachments were prepared under
my direction or supervision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry of
the person or persons who manage the system, or those persons directly responsible for
gathering the information, the information submitted is, to the best of my -knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for
knowing violations."
12. Permit Action
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a
request by the permittee for a permit modification, revocation and reissuance, or termination,
or a notification of planned changes or anticipated noncompliance does not stay any permit
condition.
13. Permit Modification Revocation and Reissuance. or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as allowed
by the laws, rules, and regulations contained in Title 40, Code of Federal Regulations, Parts
122 and 123; Title 15A of the North Carolina Administrative Code, Subchapter 2H .0100; and
North Carolina General Statute 143-215.1 et.. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility,
whether for operation or discharge, are hereby revoked by issuance of this permit. [The
exclusive authority to operate this facility arises under this permit. The authority to operate the
facility under previously issued permits bearing this number is no longer effective. ] The
conditions, requirements, terms, and provisions of this permit authorizing discharge under the
National Pollutant Discharge Elimination System govern discharges from this facility.
�. • •'191121M 01354 El 1 ,' •1- •• • • '•
1 - 4 •��
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the
facility by the Certification Commission, the permittee shall employ a certified wastewater
treatment plant operator in responsible charge (ORC) of the wastewater treatment facilities.
Such operator must hold a certification- of the grade 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 any
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. Once the facility is classified, the permittee shall submit a letter to the
Certification Commission which designates the operator in responsible charge within thirty
days after the wastewater treatment facilities are 50% complete. -

Part II
Page 8 of 14
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which. are installed or used by the permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also
includes adequate laboratory controls and appropriate quality assurance procedures. This
provision requires the operation of back-up or auxiliary facilities or similar systems which are
installed by a permittee only when the operation is necessary to achieve compliance with the
conditions of the permit.
0. - R •
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this permit.
4. Bypassing of Treatment Facilities
a.. Definitions
(1) 'Bypass" means the known diversion of waste streams from any portion of a treatment
facility including the collection system, which is not a designed or established or
operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to
the treatment facilities which causes them to become inoperable, or substantial and
permanent loss of natural resources which can reasonably be expected to occur in the
absence of a bypass. Severe property damage does not mean economic loss caused by
delays in production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to
be exceeded, but only if it also is for essential maintenance to assure efficient operation.
These bypasses are not subject to the provisions of Paragraphs c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it.
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as
required in Part II, E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action
against a permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property.
damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities, retention of untreated wastes or maintenance during normal

Part II
Page 9 of 14
periods of equipment downtime. This condition is not satisfied if adequate backup
equipment should have been installed in the exercise of reasonable engineering
judgment to prevent a bypass which occurred during normal periods of equipment
downtime or preventive maintenance; and
(C) The permittee submitted notices as required under Paragraph c. of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering its
adverse affects, if the Permit Issuing Authority determines that it will meet the three
conditions listed above in Paragraph d. (1) of this section.
5. upsets
a. Definition.
"Upset "' means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors
beyond the reasonable control of the permittee. An upset does not include noncompliance
to the extent caused by operational error, improperly designed treatment facilities,
inadequate treatment facilities, lack of preventive maintenance, or careless or improper
operation.
b. Effect of an upset.
An upset constitutes an affirmative defense to an action brought for noncompliance with
such technology based permit effluent limitations if the requirements of paragraph c. of this
condition are met. No determination made during administrative review of claims that
noncompliance was caused by upset, and before an action for noncompliance, is final
administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
(2) The permittee facility was at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of this
permit.
(4) The permittee complied with any remedial measures required under Part II, B. 2. of this
permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an upset
has the burden of proof.
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or
control of wastewaters shall be utilized/disposed of in accordance with NCGS 143-215.1 and in
a manner such as to prevent any pollutant from such materials from entering waters of the State
or navigable waters of the United States. The permittee shall comply with all existing federal

Part H
Page 10 of 14
regulations governing the disposal of sewage sludge. Upon promulgation of 40 CFR Part 503,
any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at.40
CFR Part 503. The permittee shall comply with applicable 40 CFR Part 503 Standards for the
Use and Disposal of Sewage Sludge (when promulgated) within the time provided in the
regulation, even if the permit is not,modified to incorporate the requirement. The permittee
shall notify the Permit Issuing Authority of any significant change in its sludge use or disposal
practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM
Regulation, Title 15A, North Carolina Administrative Code, Subchapter 2H, .0124 Reliability,
to prevent the discharge of untreated or inadequately treated wastes during electrical power
failures either by means of alternate power sources, standby generators or retention of
inadequately treated effluent.
W"KeQ, 00 •Zi�a�
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than daily
shall be taken on a day and time that is characteristic of the discharge over the entire period
which the sample represents. All samples shall be taken at the monitoring points specified in
this permit and, unless otherwise specified, before the effluent joins or is diluted by any other
wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority.
Monitoring results obtained during the previous month(s) shall be summarized for each month
and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1,1.1, 2,
3) or alternative forms approved by the Director, DEM, postmarked no later than the 30th day
following the completed reporting period .
The first DMR is due on the last day of the month following the issuance of the permit or in the
case of a new facility, on the last day of the month following the commencement of discharge.
Duplicate signed copies of these, and all other reports required herein, shall be submitted to the
following address:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements of
the volume of monitored discharges. The devices shall be installed, calibrated and maintained
to ensure that the accuracy of the measurements are consistent with the accepted capability of
that type of device. Devices selected shall be, capable of measuring flows with a maximum
deviation of less than + 10% from the true discharge rates throughout the range of expected

Part II
Page 11 of 14
discharge volumes. Once -through condenser cooling water flow which is monitored by pump
logs, or pump hour meters as specified in Part I of this permit and based on the manufacturer's
pump curves shall not be subject to this requirement.
Test procedures for the analysis of pollutants shall conform to the EMC regulations published
pursuant to NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to
regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal Water
Pollution Control Act, as Amended, and Regulation 40 CFR 136; or in the case of sludge use or
disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures have been specified in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce
minimum detection and reporting levels that are below the permit discharge requirements and
all data generated must be reported down to the minimum detection or lower reporting level of
the procedure. If no approved methods are determined capable of achieving minimum
detection and reporting levels below permit discharge requirements, then the most sensitive
(method with the lowest possible detection and reporting level) approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or
by imprisonment for not more than two years per violation, or by both. If a conviction of a
person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not
more than 4 years, or both.
J. I '- §• • •
Except for records of monitoring information required by this permit related to the permittee's
sewage sludge use and disposal activities, which shall be retained for a period of at least five
years (or longer as required by 40 CFR 503), the permittee -shall retain records of all
monitoring information, including all calibration and maintenance records and all original strip
chart recordings for continuous monitoring instrumentation, copies of all reports required by
this permit, for a period of at least 3 years from the date of the sample, measurement, report
or application. This period may be extended by request of the Director at any time.
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
a. The date, exact place, and time of sampling or measurements;
b.. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.

Part II
Page 12 of 14
• •
The permittee shall allow the Director, or an authorized representative (including an authorized
contractor acting as a representative of the Director), upon the presentation of credentials and
other documents as may be required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or
as otherwise authorized by the Clean Water Act, any substances or parameters at any
location.
Nj• ' • • • ' • '
PJ
All discharges authorized herein shall be consistent with the terms and conditions of this
permit. The discharge of any pollutant identified in this permit more frequently than or at a
level in excess of that authorized shall constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining
'whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of
pollutants discharged. This notification applies to pollutants which are subject neither to
effluent limitations in the permit, nor to notification requirements under 40 CFR Part 122.42
(a) (1).
c. The alteration or addition results in a significant change in the permittee's sludge use or
disposal practices, and such alternation, addition or change may justify the application of
permit conditions that are different from or absent in the existing permit, including
notification of additional use or disposal sites not reported during the permit application
process or not reported pursuant to an approved land. application plan.
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted
facility or activity which may result in noncompliance with permit requirements.

Part II
Page 13 of 14
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director
may require modification or revocation and reissuance of the permittee and incorporate such
other requirements as may be necessary under the Clean Water Act.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.
D. 2 of this permit) or forms provided by the Director for reporting results of monitoring of
sludge use or disposal practices.
b. If the permittee monitors any pollutant more frequently than required by the permit, using
test procedures specified in Part II, D. 4. of this permit or in the case of sludge use or
disposal, approved under 40 CFR 503, or as specified in this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean_ unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall be
provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be -provided within 5 days of the time the
permittee becomes aware of the circumstances. The written submission shall contain a
description of the noncompliance, and its cause; the period of noncompliance, including
exact dates and times, and if the noncompliance has not been corrected, the anticipated time
it is expected to continue; and steps taken or planned to reduce, eliminate, and prevent
reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2) Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the
Director in the -permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24 hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part H. E. 5 and 6.
of this permit at the time monitoring reports are submitted. The reports shall contain the
information listed in Part II. E. 6. of this permit.

Part II
Page 14 of 14
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application, or submitted incorrect information in a permit application or in any report to the
Director, it shall promptly submit such facts or information.
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division 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 water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as the
dumping of the contents of a sludge digester; 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 render ,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.
Persons reporting such occurrences by telephone shall also file a written report in letter form
within 5 days following first knowledge of the occurrence.
1 VEN M MIN& • a''••�
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308 of
the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be
available for public inspection at the offices of the Division of Environmental Management. As
required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided
for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of RepQrts
The Clean Water Act provides that any person who knowingly makes any false statement,
representation, or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per
violation, or by imprisonment for not more than two years per violation, or by both.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until
Final Plans and Specifications have been submitted to the Division of Environmental
Management and written approval and Authorization to Construct has been issued.
B. Groundwater • •
The permittee shall, upon written notice from the Director of the Division of Environmental
Management, conduct groundwater monitoring as may be required to determine the
compliance of this NPDES permitted facility with the current groundwater- standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to
believe:
a.That any activity has occurred or will occur which would result in the discharge, on a
routine or frequent basis, of any toxic pollutant which is not limited in the permit, if that
discharge will exceed the highest of the following "notification levels';
(1) One hundred micrograms per liter (100 ug/1);
(2)Two hundred. micrograms per liter (200 ug/1) for acrolein and acrylonitrile; five
hundred micrograms per liter (500 ug/1) for 2.4-dinitrophenol and for 2-methyl-4.6-
dinitrophenol; and one milligram per liter (1 mg/1) for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the
permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a
non -routine or infrequent basis, of a toxic pollutant which is not limited in the permit, if
that discharge will exceed the highest of the following "notification levels";
(1) Five hundred micrograms per liter (500 ug/1);.
(2) One milligram per liter (1 mg/1) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the
permit application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the
most environmentally sound alternative of the reasonably cost effective alternatives. If the
facility is in substantial non-compliance with the terms and conditions of the NPDES permit
or governing rules, regulations or laws, the permittee shall submit a report in such form and
detail as required by the Division evaluating these alternatives and a plan of action within
sixty (60) days of notification by the Division.

PARTIV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30
(thirty) days after being billed by the Division. Failure to pay the fee in a timely manner in .
accordance with 15A NCAC 2H .0105(b)(4) may cause this Division to initiate action to
revoke the permit.

4
v
SOC PRIORITY PROJECT:
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Dana Bolden
DATE: September 30, 1994
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY McDowell
PERMIT NUMBER NCO067130
PART I - GENERAL INFORMATION
Yes No
1. Facility and Address: Glenwood Elementary School
c/o McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
2. Date of Investigation: September 21, 1994
3. Report Prepared By: Michael R. Parker
4. Persons Contacted and Telephone Number: Carroll Hensley
704/652-5504
5. Directions to Site: From the intersection of U.S. Highway 221
and North Carolina Secondary Road 1786, travel south on NCSR
1786 approximately 1.5 miles to Glenwood Elementary School. The
wastewater treatment facility is located behind the school.
go
7
Discharge Point(s), List for all discharge points:
Latitude: 350 36' 36 Longitude: 820 58' 48"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. E11SW U.S.G.S. Quad Name Glenwood, N. C.
Site size and expansion area consistent with application?
X Yes No If No, explain:
Topography (relationship to flood plain included):
Facility is not subject to flooding.
Page 1

a
9. Location of nearest dwelling: Greater than 500 feet.
10. Receiving stream or affected surface waters: Goose Creek
a. Classification: Class C
b. River Basin and Subbasin No.: CTB 30
C. Describe receiving stream features and pertinent downstream
uses: Fish and wildlife propagation, wading, irrigation.
PART H - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. -a. Volume of wastewater to be permitted 0.0075 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? 0.0075 MGD
C. Actual treatment capacity of the current facility (current
design capacity 0.0075 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: The existing
wastewater treatment facilities consist of a septic tank
dosing tank and surface sand filter.
f. Please provide a description of proposed wastewater treatment
facilities: It will be necessary for the school system to
install a chlorinator on the effluent.
g. Possible toxic impacts to surface waters:
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
Page 2

I]
c. Landfill:
d. Other disposal/utilization scheme (Specify):
Septage is removed by a septage hauler.
3. Treatment plant classification (attach completed rating sheet):
Class I.
4. SIC Codes(s): 8211
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 03 Secondary
Main Treatment Unit Code: 44007
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)?
2. Special monitoring or limitations (including toxicity) requests:
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
Da tte
Submission of Plans and Specifications
Begin Construction
Complete Construction
4. Alternative Analysis Evaluation: Has the facility evaluated all
of the non -discharge options available. Please provide regional
perspective for each option evaluated.
Spray Irrigation:
Connection to Regional Sewer System:
Subsurface:
Other disposal options:
S. Other Special Items:
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
McDowell County has requested renewal of NPDES Permit No. NC0067130.
The existing wastewater treatment facility appeares to be operating
properly. Presently, there is no disinfection facilities and the
school system will need to add some type of disinfection unit. It is
recommended that the permit be issued.
Signature of Report Preparer
ater Quality Regional/ Supervisor
Date

UNITED_ ST.ATES
DEPARTMENT -._OF THE INTERIOR
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RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: L
Owner or Contact Person: CAI-"Il
Mailing Address: Xj ,t:ue (/ <' j,,,+f,
ci
County: _����z�,+✓%/
Telephone:_
Present Classification:_ C/o cc -E
New Facility
Existing Facility -I.--
NPDES Per. No. NC00 & 7/.3Z7
Nondisc.
Per. No.WQ
Health Dept.Per No.
Rated by: /111 6��R-�Gr----
Telephone:Reviewed
by: by:
Health Dept.
Telephone:
+��, '{.�
�,•<
Regional Office
Telephone:v�-z�i G�rY
Central Office
Telephone:
ORC
Check Classification(s): Subsurface
Wastewater Classification: (Circle One) f
SUBSURFACE CLASSIFICATION
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand filters
5. grease trapAnterceptor
6. oil/water separators
7. gravity subsurface treatment and disposal:
8. pressure subsurface treatment -and disposal:
Grade:
Spray Irrigation
II III IV Total Points:
Telephone:
Land Application
SPRAY IRRIGATION CLASSIFICATION
(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 trapinterceptor
a.
oil/water separators
9.
disinfection
10.
chemical addition for nutrient/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 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. Oil/water Separator Systems consisting only of physical separation, pumps and disposal;
2. 1,,� 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 dispo ,al;
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 if permitted after July 1,
1993 or if 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. ,—rcle appropriate points)
ITEM POINTS
( 1 ) 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 (11)(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...........................................................................................................................10
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
UNI TSIPROCESSES (see definition No.32)
(a)
BarScreens...............................................................................................................................................1
or
(b)
Mechanical Screens, Static Screens or Comminuting Devices..........................................................................2
(c)
Grit Removal..............................................................................................................................................1
or
(d)
Mechanical or Aerated Grit Removal.............................................................................................................2
(a)
Flow Measuring Device................................................................................................................................1
(f )
or
Instrumented Flow Measurement................................................................................................................2
(g)
Preaeration...............................................................................................................................................2
(h)
Influent Flow Equalization..........................................................................................................................2
(i)
Grease or Oil Separators - Gravity.................................................................................................................2
Mechanical.................................................................................................................................................3
DissolvedAir Flotation.................................................................................................................................a
{ 1)
Prechlorination.........................................................................................................................................5
(4) PRIMARY TREATMENT UNITS(PROCESSES
(a)
Septic Tank (see definition No. 43)............................................................................................................2
(b)
Imhoff Tank...............................................................................................................................................5
(c)
Primary Clarfflers.........................................................................................................................................5
(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) SECONDARYTREATMENTLJNn PROCESSES
(a)
Carbonaceous Stage
(i) Aeration -High Purity Oxygen System..............................................................................20
DiffusedAir System.......................................................................................................1 0
Mechanical Air System (fixed, floating or rotor).................................................................3
SeparateSludge Reaeratlon.............................................................................................3
(if) Trickling Filter
HighRate.......................................................................................................................7
StandardRate...............................................................................................................5
PackedTower................................................................................................................5
(iii) Biological Aerated Filter or Aerated Biological Fiher............................................................1 0
(iv) Aerated lagoons..........................................................................................................10
(v) Rotating Biological Contactors ......................................................................................10
(vi) Sand Filters -Intermittent biological..................................................................................2
Recirculatingbiological.....................................................................................................3
(vil) Stabilization Lagoons....................................................................................................5
(viii) Clarlfier..........................................................................................................................5
(ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by
nitrification (see definition No. 12)(Points for this hem have to be in addition to hems
(5)(a)(1) through (5)(a)(viii),
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
(xi) Biological Culture ('Super Bugs')addhion........................................................................5
(b)
Nitrogenous Stage
(I) Aeration - High Purity Oxygen System.............................................................................20
DiffusedAir System.......................................................................................................1 0
Mechanical Air System (fixed, floating or rotor) ................. .,................................................ 8
Separate Sludge Reaeration.............................................................................................3
(II) Trickling Filter -High Rate...................................................................................................7
StandardRate...............................................................................................................5
PackedTower................................................................................................................5
(III) Biological Aerated Filter or Aerated Biological Flher.............................................................1 0
(iv) Rotating Biological Contactors......................................................................................10
(v) Sand Filter - intermittent biological...................................................................................2
Recirculatingbiological....................................................................................................3
(VI) Clarifier ..........................................................................................................................5
(6) TERTIARY ORADVANCED TREATMENT UNI-WROCESSES
(a)
Activated Carbon Beds -
without carbon regeneration...................................................................................................5
with carbon regeneration.......................................................................................................15
(b)
Powdered or Granular Activated Carbon Feed-
:iithout carbon regeneration.................................................................................................5
withcarbon regeneration.....................................................................................................15
(c)
Air stripping..............................................................................................................................................5
(d)
Denitrlllcatlon Process..............................................................................................................................1 0
(a)
Electrodialysls............................................................................................................................................5
(i)
Foam Separation.......................................................................................................................................5
(g)
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.........................................................................A
(I)
Microscreens.............................................................................................................................................5
())
Phosphorous Removal by Biological Processes (See definition No. 26)........................................................20
(k)
Polishing Ponds - without aeration ............... _........................................................................................... 2
withaeration.................................................................................................................5

(I)
Post Aer - cascade.................................................................. 0
diffusedor mechanical...............................................................................................2
(m)
Reverse__...jsis.........................................................................................................................................5
(n)
Sand or Mixed -Media Filters - low rate..........................................................................................................2
.high rate......................................................................5
(o)
Treatment processes for removal of metal or cyanide...................................................................................15
(p)
treatment processes for removal of toxic materials other than metal or cyanide..............................................15
(7)
SLLIDGETREATMENT
a
Sludge Digestion Tank - Healed anaerobic.......................................................t o
Aerobic..........................................................................................................................5
Unheated(anaerobic)................................................................................................................................3
(b)
Sludge Stabilization (chemical or thermal)...................................................................................................J5
(c)
Sludge Drying Beds - Gravity......................................................................................................................2
VacuumAssisted......................................................................:...............................................................5
(d)
Sludge Elutrialion.....................................................................................................................................5
(e)
Sludge Condhioner (chemical or thermal).....................................................................................................5
f
Sludge Thickener (gravity)..............................................5
(g)
Dissolved Air Flotation Unit [not applicable to a unit rated as(3)(i)].............................................................8
(h)
Sludge Gas Utilization (including gas storage)..............................................................................................2
(1)
Sludge Holding Tank - Aerated............................................................................`......................................5
Non -aerated .................................. :..........................................................................................................2
(J)
Sludge -Incinerator (not Including activated carbon regeneration)................................................................1 0
(k)
Vacuum Filter, Centrifuge, or Filter Press or other similar dewatering devices...................................................1 0
(8)
RESIDUALS
UTILIZATION/DISPOSAL (including incinerated ash)
(a)
Lagoons..................................................................................................................................................2
(b)
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
orlandfill permit.........................................................................................................................................2
(cam
Dedicated Landfill(budal) by the'permittee of the wastewater treatment facility ............................................... 5
9
( )
(a)
Chlorination.............................................................................................................................................5
(b)
Dechlorination.................................................................................................................................... ...5
(c)
Ozone......................................................................................................................................................5
(d)
Radiation.................................................................................................................................................5
(1 0)
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) [not applicable to chemical additions rated as hem (3)0),
(5)(a)(xi),
(6)(a), (6)(b), (7)(b), (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
List
5
....................................................................................................................................5
...................................................................................................................................... 5
...................................................................................................................................... 5
(1 1)
MISCELLANEOUS UNrrstPROCESSES
(a)
Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater than Is common
fordomestic wastewater............................................................................................................................4
(b)
Effluent Flow Equalization (not applicable to storage basins which are Inherent In land application systems).....2
(c).
Stage Discharge (not applicable to storage basins Inherent in land application systems)..................................5
(d)
Pumps......................................................................................................................................................3
(a)
Stand -By Power Supply ........................................ ;...... :................................................................ ;............ 3
(f )
Thermal Pollution Control Device.................................................................................................................3
TOTALPOINTS..........................................................................
CLASSIFICATION
ClassI...........................................................................................................5-25 Points
Class11.........................................................................................................26-50 Points
classIII........................................................................................................51-65 Points
ClassN.......................................................................................................66-Up Points
Facilities having a rating of one through four points, Inclusive, do not require a certified operator.
Facilities having an activated sludge process will be assigned a minimum classification of Class 11.
Facilities having treatment processes forthe removal of metal or cyanide will be assigned a minimum classification of Class 11.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III
.0004 DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physicallchemical 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 foot and may be either upflow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant site;
(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 site on which a crop is produced, managed, and harvested (Crop includes grasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonium 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 different densi;,as;
(9) Chemical Addition Systems- The addition of chemical(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 result will be considered one
system; the capability to add chemical(s) 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;
(10) Chemical Sludge Conditioning. The addition of a chemical compound such as Ilme, 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;
(12) Combined Removal of Carbonaceous BOD and Nitrogenous Removal by Nitrification- A single stage system required to achieve permit effluent limits on BOD
and ammonia nitrogen within the same biological reactor,
(13) Dechlorinatlon. The partial or complete reduction of residual chlorine In a liquid by any chemical or physical process;
(14) Denitrification Process. The conversion of nhrate-nirogen to nitrogen gas;

(15) Electrodialysis. 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 grit and other heavy mineral matter from wastewater;
(19) Imhoff Tank. A deep two story wastewater tank 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
(i.e., 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, mlating drum filter 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 oxictanozic 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 nonmechanical, 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) Preaeralion. 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 load 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. Filtration of effluent following septic tanks, lagoons, or some other treatment process in which further biodecomposHlon is
expected to produce desired effluents; Hydraulic loading rates on these filters are computed In gpd/ac and have a resulting low gpm/sf (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 filter;
(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 gpm/sf range;
(b) high rate -- a pressure, hydraulically loaded filter with loading rates in the live gpm/sf range; At any rate, the loading rate will exceed three gpr✓sf;
(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 flowing through the tank; shall not be applicable for
septic tank systems serving single family residences having rapacity 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 holding 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 Elutdation. A process of sludge conditioning in which certain constituents are removed by successive washings with fresh water or plard effluent;
(47) Sludge Gas Utilization. The process of using sewage gas for the purpose of heating buildings, driving engir(es, etc.;
(48) Sludge Holding Tank (Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not 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 nonaeraled tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical or Thermal). A process to make treated sludge less odorous and putrescibie, 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 from
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 -biodegradable particulate (floatable solids, suspended solids and BOD
reduction) from municipal and industrial wastewater treatment systems;
(55) Tertiary Treatment. A stage of treatment following secondary which is primarily for the purpose of effluent polishing; A settling lagoon or sand or coal filter
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 dewaterability of sludge by the
solubilizing 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, ortho-nhro-chlorobe nzene
(ONCB), polychlorinated biphenyls (PCBs) and dichlorodiphenyl tdchloroethane (DDT); and any other materials that have or may hereafter be determined to have
toxic properties;
(59) Trickling Filter. 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 mgd per acre. A low rate trickling filter Is one which is designed to operate at one to four mgd per acre;
(60) Trickling Fifter (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 Filter, Centrifuges, or Filter Presses. Devices which are designed to remove excess water from either digested or undigested sludge prior to disposal
or further treatment.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mr. Garvin Trinks
McDowell County Schools
709 Sugar Hill Road
Marion, North Carolina 28752
Dear Mr. Trinks:
MY 15 1999
I ,
November 9, 1999
FMA
DE
�C R
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: NPDES Permit Renewal Applications
Permit NC0067130 Permit NC0067148
Glenwood Elementary Nebo Elementary
McDowell County
The Division received your permit renewal applications on October 29, 1999. Thank you
for submitting this package.
The permit renewal for these facilities will be assigned to a member of the NPDES Unit
staff. That staff member will contact you if further information is needed to complete the permit
renewals. Please note that the NPDES Unit has three vacant positions. This staff shortage has
lasted for over a year and is delaying all permit renewals. Our remaining permit writers are
currently reviewing Authorizations to Construct, speculative limit requests, major permit
modifications and 201 plan updates ahead of permit renewals. This is necessary due to a variety
of factors, including mandatory deadlines in the statutes which govern our program.
If this staff shortage delays reissuance of either permit, the existing requirements in each
permit will remain in effect until the permits are renewed (or the Division takes other action). We
appreciate your patience and understanding while we operate with a severely depleted staff. If you
have any additional questions concerning renewal of the subject permit, please contact me at
[phone], extension 511.
cc: MMOVgioMal ©ffiee Water uality Section -
NPDES File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Sincerely,
Charles H. Weaver, Jr.
NPDES Unit
919 733-5083, extension 511 (fax) 919 733-0719
[e-mail]

October 25, 1999
Renewal Of NPDES Permit #NC0067130
Glenwood Elementary School
Mcdowell County
Dear Mr. Charles H Weaver Jr.
I am requesting Renewal of the permit for Glennwood Elementary School located on NCSR 1786 in
Mcdowell County to the receiving waters of Goose Creek in the Catawba River Basin.
Sincerely,
Garvin Trinks
Maintenance Director
McDowell County Schools

NPDES ] UAIT APPLICATION - SHOR7 )RM D
To be filed only by dischargers of 1000/cr domestic wastewater (<1 MGD flow)
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617 11
North Carolina NPDES Permit Number I NC00 4p¢/,3D U
(if known)
Please print or type
DENR - WATER QU°,LITY
1. Mailing address of applicant/permittee: c SOURCE BONCH
PUI dT
Facility Name
Owner Name
Street Address
City
State
ZIP Code
Telephone Number
Fax Number
e-mail Address
Glenwood Elementary School Attn: Garvin Trinks
McDowell County Schools
709 Sugar Hill Road
Marion
North Carolina
28752
( 828) 652-5504
( 828) 652-5814
2.. Location of facility producing discharge:
Name (If different from above)
Facility Contact Person
Street Address or State Road
City / Zip Code
County
Telephone Number
3. Reason for application:
Expansion/Modification * Existing Unpermitted Discharge
Renewal_ New Facility
* Please provide a description of the expansion/modification:
4. Description of the existing treatment facilities (list all installed components with
capacities):
GCSE T;.P �i5bo Cam.
`��l C / G Tt,&K ^' GAS 5EP77L e2A
SWD PI LTEK, C-60 ' X _36�� /� 5a Fz�.
CNL WJXIATIDAI C4AU65�z. - 7; VB2ET
Page 1 of 2 Version 6199

NPDES RMIT APPLICATION - SHOR _ _'ORM D
To be filed only by dischargers of 100% domestic wastewater (<1 MGD flow)
5. Description of wastewater (check all that apply):
Type of Facility Generating Wastewater
Industrial Number of Employees
Commercial Number of Employees
Residential Number of Homes
School X Number of Students/Staff
Other
Describe the source(s) of wastewater (example: subdivision, mobile home park, etc.):
5e0001— M46,-5776
6. Number of separate wastewater discharge pipes (wastewater outfalls):
ONE
7. If the facility has multiple discharge outfalls, record the source(s) of wastewater for each
outfall:
IVA
8. Name of receiving stream(s) (Provide a map showing the exact location of each outfall):
1 f 4 t-73A%SL't'4
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Garvin Trinks
Printed Name of Person Signing
Maintenance Director
Title
of Applicant Date Signed
North Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes any false
statement representation, or certification in any application, record, report, plan, or other document files
or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate
any recording or monitoring device or method required to be operated or maintained under Article 21 or
regulations of the Environmental Management Commission implementing that Article, shall be guilty of a
misdemeanor punishable by a fine not to exceed $10,000, or by imprisonment not to exceed six months,
or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or
imprisonment not more than 5 years, or both for a similar offense.)
Page 2 of 2 Version 6199

NYPDES Permit NC0067130
Glenwood School
Mcdowell County
Subject Sludge Management:
Our sludge or solids that is generated during normal waste water treatment is hauled away by Aubrey
Septic System Company in Morganton North Carolina which is a licensed hauler. We have our septic tanks
pumped for solids every other year.
Sind �4
Garvin Trinks
Maintenance Director
McD owell County School

October 25, 1999
Renewal Of NPDES Permit #NC0067148
Nebo Elementary School
Mcdowell County
Dear Mr. Charles H Weaver Jr.
I am requesting Renewal of the permit for Nebo Elementary School located on NCSR 1536 in Mcdowell
County to the receiving waters designated as an unnamed tributary to Shadrick Creek in the Catwaba River
Basin.
Since""' U1�+
Garvin Trinks
Maintenance Director
McDowell County Schools

NPDES RAHT APYLICArION - SHOW ARM D
To be filed only by uischargers of 100% domestic wastev.-....r (<1 MGD flow)
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
North Carolina NPDES Permit Number JNC006W46
(if known)
Please print or type
1. Mailing address of applicant/permittee:
Facility Name
Owner Name
Street Address
City
State
ZIP Code
Telephone Number
Fax Number
e-mail Address
McDowell County Schools
709 Sugar Hill Road
Marion
North Carolina
28752
( 828 652-5504
( 829 652-5814
2. Location of facility producing discharge:
Name (If different from above)
Facility Contact Person
Street Address or State Road
City / Zip Code
County
Telephone Number
3. Reason for application:
- WATER On"t —1
Expansion/Modification * Existing Unpermitted Discharge
Renewal X New Facility
* Please provide a description of the expansion/modification:
4. Description of the existing treatment facilities (list all installed components with
capacities):
5 PPT nwx 6zwz, 24n&g) -1-4 ,o6 44
45
L1151,1G 2, 456 /. t ID 59-
J4AID 4izTE2 (DURL) C^'za'x id Xr� z,116 sq. r-.
c
Page 1 of 2 Version 6199

NPDES RmT APPLICATION - SHOR ORM D
To be filed only by dischargers of 100% domestic wastewater (<1 MGD flow)
5. Description of wastewater (check all that apply):
e of Facilitv Generating Wastewater
Industrial
Commercial
Residential
School_. -
Other
Number of Employees
Number of Employees
Number of Homes
Number of Students/Staff
Des ribe`,lthe source(s) of wastewater (example: subdivision, mobile home park, etc.):
S1� r,C�I�776)
6. Number of separate wastewater discharge pipes (wastewater outfalls):
DEC
�15
7. If the facility has multiple discharge outfalls, record the source(s) of wastewater for each
outfall:
IVA
8. Name of receiving stream(s) (Provide a map showing the exact location of each outfall):
I certify that I am familiar with the information contained in the application and that to the
best of my knowledge and belief such information is true, complete, and accurate.
Garvin Trinks
Printed Name of Person Signing
Maintenance Director
Title
Applicant
a!5-W
Date Signed
North Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowingly makes any false
statement representation, or certification in any application, record, report, plan, or other document files
or required to be maintained under Article 21 or regulations. of the Environmental Management
Commission implementing that Article, or who falsifies, tampers with, or knowingly renders inaccurate
any recording or monitoring device or method required to be operated or maintained under Article 21 or
regulations of the Environmental Management Commission implementing that Article, shall be guilty of a
misdemeanor punishable by a fine not to exceed $10,000, or by imprisonment not to exceed six months,
or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or
imprisonment not more than 5 years, or both for a similar offense.)
Page 2 of 2 Version 6199

NYPDES Permit NCO067148
Nebo School
Mcdowell County
Subject Sludge Management:
Our sludge or solids that is generated during normal waste water treatment is hauled away by Aubrey
Septic System Company in Morganton North Carolina which is a licensed hauler. We have our septic tanks
pumped for solids every other year.
S * cerely, c �/
Garvin Trinks
Maintenance Director
McD owell County School

State of North Carolina -
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
GARVIN TINKS
McDowell County Schools
P0BOX 130
MARION, NC 28752
Dear Permittee:
1 • aM?
RCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 1, 1999
SEA.'°,g 1999 a
f, 4
Subject: Renewal of NPDES Permit-NC0067130
GLENWOOD Elementary
MCDOWELL County
The subject permit expires on April 30, 2000. North Carolina Administrative Code 15A NCAC
2H.0105(e) requires that an application for permit renewal be filed at least 180 days prior to expiration
of the current permit.
To satisfy this requirement, your renewal package must be sent to the Division postmarked no
later than November 2, 1999. Failure to request renewal of the permit by this date will result in a civil
assessment of at least $250.00. Larger penalties may be assessed depending upon the delinquency of
the request.
If any wastewater discharge will occur after April 30, 2000 (or if continuation of the permit is
desired), the current permit must be renewed. Operation of wastewater treatment works or
continuation of discharge after April 30, 2000 would violate North Carolina General Statute 143-215.1
and could result in assessment of civil penalties of up to $25,000 per day.
If all wastewater discharge has ceased at your facility and you wish to rescind this permit,
contact Robert Farmer of the Division's Compliance Enforcement Unit at [phone], extension
531. You may also contact the Asheville Regional Office at [phone] to begin the rescission
process.
Use the enclosed checklist to complete your renewal package. The checklist identifies the items
you must submit with the permit renewal application. If you have any questions, please contact me.
My telephone number, fax number and e-mail address are listed at the bottom of this page.
Sincerely,
v""/
Charles H. Weaver, Jr.
NPDES Unit
cc: Central Files
As eheh vi1leRegional-Office; V�Fater Quality Section
NPDES File -` - A.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 919 733-5083, extension 511 (fax) 919 733-0719
An Equal Opportunity Affirmative Action Employer [e-mail]

NPDES Permit NCO067130
McDowell County Schools
MCDOWELL County
The following items are REQUIRED for all renewal packages:
❑ A cover letter requesting renewal of the permit and documenting any changes at the facility since
issuance of the last permit. Submit one signed original and two copies.
❑ The completed application form (copy attached), signed by the permittee or an Authorized
Representative. Submit one signed original and two copies.
❑ If an Authorized Representative (see Part II.B.11.b of the existing NPDES permit) prepares the
renewal package, written documentation must be provided showing the authority delegated to the
Authorized Representative.
❑ A narrative description of the sludge management plan for the facility. Describe how sludge (or
other solids) generated during wastewater treatment are handled and disposed. If your facility has no
such plan (or the permitted facility does not generate any solids), explain this in writing. Submit one
signed original and two copies.
The following items must be submitted ONLY by Industrial facilities discharging
process wastewater:
❑ Submit the last 3 years' production data for the facility. Use units consistent with those required for
reporting to EPA.
❑ Industrial facilities classified as Primary Industries (see Appendix A to Title 40 of the Code of
Federal Regulations, Part 122) must submit a Priority Pollutant Analysis (PPA) in accordance with
40 CFR Part 122.21. If the PPA is not completed within one week of November 2, 1999, submit the
application package without the PPA. Submit the PPA as soon as possible after November 2, 1999.
The above requirements do NOT apply to municipal or non -industrial facilities.
PLEASE NOTE:
Due to a change in fees effective January 1, 1999, there is no renewal fee required with
your application package.
Send the completed renewal package to:
Mr. Charles H. Weaver, Jr.
NC DENR / Water Quality / NPDES Unit
1617 Mail Service Center
Raleigh, NC 27699-1617

DIVISION OF ENVIRONMENTAL MANAGEMENT WATER UALITY FIELD-L Cor "D bss „i.r.-
Q AB FORM (DM1)
CO fl,-4 r� Q
—I
PRIG
SAMPLE TYPE
SIN
RTATO:
❑AMBIENT ❑
❑STREAM
®
REP R FRO MRO RRO WaRO
WIRO WSRO TS
QA
EFFLUENT
OtherBM
Other
COMPLIANCE El CHAIN
❑ LAKE
❑ INFLUENT
Shipped by:
OF CUSTODY
❑EMERGENCY
❑
Bus CourieoStaOther
ESTUARY
COLLECTOR(S):
Lab Number: Q
Date Received: -I &-57 Timer•..
Rec'd by: j'1_— From: Bus-Courie Hand'6T
DATA ENTRY BY- CK: S DATEREPORTED:
Estimated BOD Range: 0-5/5-2 25 /40-130 or 100 plus STATION LOCATION: 6_ P /J L,�-JIIIL �d tL&d1
Seed: Yes �9 No ❑ Chlorinated: Yes?,
es No ❑ REMARKS:
Station # Date Begin (yy/mm/d) Time Beg Date End Time End I Depth DM DB DBM Value Type Composite Sample Type
117 2 A H L I j T S B C n GNXX
1 ' BOD5 310 3 mg/I
L
COD High 340 mgA
3
COD Low 335 mg/I
4
Coliform: MF Fecal 31616
5
Coliform: MF Total 31504 /100ml
6
Coliform: Tube Fecal 31615 /100ml
7
Coliform: Fecal Strep 31673 /loom,
8
Residue: Total 500 mg/l
9
Volatile 505 mg/i
10
Fixed 510 mg/l
11
Residue: Suspended 530 mg/l
12
Volatile 535 mg/l
13
Fixed 540 mg/l
14
PH 403 .5 units
15
-Acidity to PH 4.5 436 mg/l
Acidity to pH 8.3 435 mg/l
1
Alkalinity to pH 8.3 415 mg/l
18
Alkalinity to pH 4.5 410 mg/l
19
TOC 680 mgA
20
Turbidity 76 NTU
Chloride 940 mg/I
Chi a: Tri 32217 ug/I
Chi a: Corr 32209 ug/I
Pheophytin a 32213 ug/I
Color: True 80 Pt -Co
Color:(pH ) 83 ADMI
Color: pH 7.6 82 ADMI
Cyanide 720 mg/I
Fluoride 951 mg/I
Formaldehyde 71880 mg/I
Grease and Oils 556 mgA
Hardness Total 900 mg/I
Specific Cond. 95 2
uMhos/cm
MBAS 38260 mg/l
Phenols 32730 ug/1
Sulfate 945 mg/I
Sulfide 745 mg/I
NH3 as N 610 ? mgA
�J
TKN as N 625 mg/I
NO2 plus NO3 as N 630 mg/I
P. Total as P 665 mg/I
PO4 as P 70507 mg/1
P: Dissolved as P 666 mg/1
CdCadmium 1027 ugA
CrChromium:Total1034 ugA
Cu-Copper 1042 ug/l
Ni-Nickel 1067 ugA
Pb-Lead 1051 ugA
Zn-Zinc 1092 ugA
Ag-SIlver 1077 ugn
AI -Aluminum 1105 ug/I
Be -Beryllium 1012 ug/I
Ca -Calcium 916
Co -Cobalt 1037 ugA!
Fe -Iron 1045 ugn ;
Li -Lithium 1132 ugA
Mg -Magnesium 927 mgA
Mn-Manganese 1055 ug/l
Na-Sodium 929 mg/l
Arsenic:Total 1002 ug/l
Se -Selenium 1147 ugA
Hg-Mercury 71900 ugA
Organochlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
BNMI
Phytoplankton
� i o u 4 !I
Sampling Point %
Conductance at 25 C
Water Temperature (C)
D.O. m 9/1
pH
Alkalinity
Acidity ty
Air r Te Temperature (C)
PH 8.3 pH 4.5
pH 4.5 pH 8.3
2
94
10
300 1.
400 1•
82244 431
82243 182242
20
Salinity %
Precipition On/day)
Cloud Cover %
Wind Direction (Deg)
Stream Flow Severity
Turbidity Severity
Wind Velocity M/H
can Stream Depth it
Stream Width ft.
480
45
32
36
1351
1350
35
64
4
10/86

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Water Quality
59 Woodfin Place Asheville, North Carolina 28802
June 29, 1998
GARVIN TINKS
MCDOWELL CO SCH.-GLENWOOD ELEM
P O BOX 130
MARION NC 28752
SUBJECT: Notice of Violation - Effluent Limitations
NPDES No. NC0067130
MCDOWELL CO SCH.-GLENWOOD ELEM
MCDOWELL County
Dear GARVIN TINKS:
Review of subject self -monitoring report for the month
of April, 1998 revealed violation(s) of the following
parameter(s):
Reported Limits
Pipe Parameter Value/Unit Value/Type/Unit
001 00310 BOD 47.40 MG/L 30.00 FIN MG/L
001 31616 FEC COLI 249.8 #/100M 200.0 FIN #/100M
Remedial actions, if not already implemented, should be
taken to correct the problem(s). The Division of Water
Quality may pursue enforcement actions for this and any
additional violations of State Law. If you have questions or if
you need assistance, please call Forrest R. Wes -tall, Regional Water
Quality Supervisor, at 828/251-6208.
Sincerely,
r
Roy Davis
Regional Supervisor
cc: Central Files
GKBDEX96/BL

NCDENR
MR.Michael Parker
Interchange Building
59 Woodfin Place
Asheville, N.C. 28801-2414
Subject:
Notice Of Deficency
Glenwood Elem. School
NPDES NO.NC0067130
Dear Mr.Parker
Response To Your Letter Dated April 30,1998
#3 The Broken Distribution Line will be replaced the week of June ls` after we pump
down the dosing tank. School will be out for the summer May 28.
#4 The Leaks At The Distribution Box will be repaired the week of June I"
Sincerely,
. 11��—"
Garvin Trinks
Maintance Director
C

r
' w
Q
�o��r�
P.O. Box 1102 Banner Elk, N.C. 28604
Phone [phone] Fax [phone]
NCDENR
MR. MICHAEL PARKER
INTERCHANGE BUILDING
59 WOODFIN PLACE
ASHEVILLE, NC 28801-2414
MAY 6, 1998
SUBJECT: NOTICE OF DEFICIENCYV, Dr,=
GLENWOOD ELEM. SCHOOL
NPDES NO. NCO067130 MAY 81�9� �
1
DEAR MR. PARKER,
PLEASE FIND OUR RESPONSE TO YOUR LETTER DATED APRIL 30, 1998:
1. GRASS, WEEDS AND SLUDGE HAS BEEN REMOVED FROM THE SAND
FILTER. WAS RAKED AND TILLERED ON 3-27-98.
2. LARRY HAS HAD THE SLUDGE PUMPED AND CHLORINE HAS BEEN
ADJUSTED TO HELP FIGHT THE ALGAE.
3. TO BE RESPONDED BY McDOWELL COUNTY SCHOOLS.
4. THERE IS A LEAK AROUND ONE OF THE PIPES AT THE DISTRIBUTION
BOX THAT NEEDS TO BE CEMENTED AND SEALED. McDOWELL COUNI Y
SCHOOL WILL ALSO RESPOND TO THIS, TO YOU.
IF McDOWELL COUNTY SCHOOLS NEEDS ANY ASSISTANCE FROM
WATER QUALITY SERVICES, WE WILL BE MORE THAN HAPPY TO SET A
DATE AND TIME TO HELP.
IF YOU HAVE ANY FURTHER QUESTIONS OR CONCERNS, PLEASE DO NOJ
HESITATE TO CONTACT ME.
SINCERELY,
CC: GARVIN TRINKS ) %
LARRY TOWNSEND MORRIS TRAMMEL, JR.
Quality Services':Operations,Maintenance,Monitoring & Reporting of
Wastewater & Water Treatment Systems.

0
NORTH CAROLINA DEPARTMENT OF
' ENVIRONMENT AND NATURAL RESOURCES '
DIVISION OF WATER QUALITY
AsHEVILLE REGIONAL OFFICE
WATER QUALITY SECTION
April 30, 1998
Mr. J. Wayne Silver
Assistant Superintendent
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Subject: Notice of Deficiency
Glenwood Elementary School
NPDES Permit No. NCO067130
Wastewater Treatment Facility
McD ell County
Dear Mr. Silver:
A Compliance Evaluation Inspection of the wastewater
treatment facilities serving Glenwood Elementary School was
conducted on March 26, 1998. A copy of the inspection report
is attached for your information.
The following items were noted that need attention:
1. Grass, weeds and sludge should be removed from the sand
filter.
2. Sludge and algae should be removed from the chlorine
contact basin.
3. Broken distribution lines should be replaced.
4. Leaks at the distribution box should be repaired.
It is requested that you respond in writing by May 15,
1998 outlining what actions you have taken to correct these
problems.
If you have questions, please call me at 828/251-6208.
Sincerely,
Michael R. Parker
Environmental Chemist
Enclosure
xc: Water Quality Services, Inc.
INTERCHANGE BUILDING, 59 WOODFIN PLACE, ASHEVILLE, NC 28801-2414
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

AWL
- United St Environmental Protection Agency
Form Approved
Washington, D.C. 20460
OMB No. 2040-0003
EPA NPDES Compliance Inspection Report
Approval Expires 7-31-85
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN I 215 I 3 1 NCO067130 j 11 12 98/04/26 17 18 LJ
19 IS 1 20 u
Remarks
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I
" Reserved FacilityEvaluation Rating BI
g QA
Reserved 56
_
67 I I I j—J 169 70 13 I 71 I �J I 72 I N I 73 � 74
�u
75 80
Section B: Facility Date
Name and Location of Facility Inspected
Entry Time
Permit Effective bate
GLENWOOD ELEM. SCHOOL
12:21
95/06/01
POST OFFICE BOX 130
Exit Time/Date
Permit Expiration Date
MARION, N. C. 28752
12:45
00/04/30
Name(s) of On -Site Representative(s)/fitle(s)
Phone No(s)
WATER QUALITY SERVICES
704/733-3142
Name, Address of Responsible Official
Title
R. WAYNE SILVER
ASSISTANT SUPER.
P. O. BOX 130
Phone No.
Contacted
MARION, N. C. 28752
704/652-5504
NO
Section C: Areas Evaluated During Inspection CODES S - Satisfactory M - Marginal U - Unsatisfactory
N - Not evaluated/Not applicable
S
Permit
Records/Reports
Facility Site Review
S
Flow Measurement
Laboratory
Effluent/Receiving Waters
Pretreatment
Compliance Schedules
Self -Monitoring Program
M
Operations & Maintenance
Sludge Disposal
Other: ROW 4
N
N
S
M
N
S
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
1. GRASS, WEEDS AND SLUDGE COVERING THE SAND FILTER SHOULD BE REMOVED.
2. SLUDGE AND ALGAE SHOULD BE REMOVED FROM THE CHLORINE CONTACT TANK.
3. BROKEN OR CRACKED DISTRIBUTION LINES SHOULD BE REPLACED.
4. LEAKS AT THE DISTRIBUTION BOX SHOULD BE REPAIRED.
Name(s) and Signature(s) of Inspector(s)
Agency/Office/Telephone
Date
MICHAEL R. PARKER.
DWQ/ARO 704-251-6208
D I. 3
S' u e of eview r
Agency/Office
to
DWQ/ARO 704-251-6208
Regulatory Office Use Only
Action Taken
Date
Compliance Status
Noncompliance
Compliance

tiIt16
ffopoo @009MV Awv§0@0o
P.O. Box 1102 Banner Elk, N.C. 28604
Phone [phone] Fax [phone]
MR. -MIKE PARKER
INTERCHANGE-BLDG.
59 WOODFIN PLACE
ASHEVILLE,NC 28801
L
���
LY SEC i r�N
t411TEf2 (�L�ALIT
l50 ---....._�...�
OCTOBER 25=; 1996
SUBJECT:- CONTLL4,NCE SAMPLING -INSPECTION
GLENWOOD SCHOOL
DEAR -MR. PARKER,
PLEASE -FIND OURRRESPONSETO=YO TW-LETTER--DATED-OCTOBER 11,
1996 BELOW.
L MR. LARRY TOWNSEND7HAS MORMED-USTHAT THE-GkASS, WEEDS
ANDr SLUDGE HAS-BEEN REMOV-ED-FROMTHE SAND -FILTER.
2. THE CHLORINE RESIDUAL- OV 0; 3- MGIL H-ASBEEN ADJUSTED- BY
ADD-ING MORE DECHLOR.
3. LARRY HAD THE SEPTIC TANK ANaCHLORINE-CHAMBEXPUMPED
ABOUTTHE MIDDLE OF OCTOBER, -AND WILL CONTINUE TO CLEAN -ON
THE - ALGAE AND REM VE_ IT -AS NEEDED -
MR: TO`VVNSEND HAS=BEEN ADVISED TO- OPERATE AND MAINTAIN `I'IIIS
WASTEWATER:TREATMENT FACII:ITY ACCORDING TO THENPDES LIMITS.
IF YOU HAVE ANY QUESTIONS-, PLEASE,CALL.
SINCERELY,
MORRIS TRAMNML, JR.
CC: CARROLL HENSLEY
LARRY_ TOWNSEND
Quality Services': Operations,Maintenance,Monitoring & Reporting of
Wastewater & Water Treatment Systems.

Stgte of North Car
Department of Envlronment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Asheville Regional Office
WATER QUALITY SECTION
October 11, 1996
Mr. Carroll Hensley
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Subject: Compliance Sampling Inspection
Status: Marginal Compliance
Glenwood Elementary School
NPDES Permit No. NCO067130
Wastewater Treatment Facility
McDowell County
Dear Mr. Silver:
A Compliance Sampling Inspection of the wastewater treatment
facilities serving Glenwood Elementary School was conducted on
September 11, 1996. A copy of the inspection report is attached
for your information.
Samples were collected of the effluent and the results
indicate compliance with NPDES Permit limits with the exception
of residual chlorine. The sample results are listed on the
inspection report. Also, the following items were noted that
need attention:
1. Grass, weeds and sludge should be removed from the sand
filter.
2. The residual chlorine was measured at 0.3 mg/1 after
chlorination. Using all tubes in the dechlorinator may be
necessary to comply with the chlorine residual limit.
3. Sludge and algae should be removed from the chlorine contact
basin.
Interchange Building, 59 woodfin Place 7WNOW
Asheville, North Carolina 28801 FAX [phone]
Voice 704-251-6208 �� %� Equal FAX
Action Employer
509/6 recycles/10% post -consumer paper

Carroll Hensley
October 11, 1996
Page Two
It is requested that you respond in writing by October 31,
1996 outlining what actions you have taken to correct these
Problems.
If you have questions, please call me at 704/251-6208.
Sincerely,
Michael R. Parker
Environmental Chemist
Enclosure
xc: Water Quality Services, Inc.

United Statei onmental Protection Agency Form Approved
V- __.:'.gton, D.C. 20460 OMB No. 2040-0003
EPA NPDES Compliance Inspection Report Approval Expires 7-31-85
Section A: National Data System Coding
Transaction Code NPDES r/mo/da
�� Y Y Inspection Type Inspector Fac Type
N
1 L' J 2 u 3 NC0067130 11 12 96/09/11 17 18 u 19 IS 2012
Remarks --�
21 Reserved Facility Evaluation Rating
67 I I I 169 70 13 I
Name and Location of Facility Inspec
GLENWOOD ELEM. SCHOOL
POST OFFICE BOX 130
MARION, N. C. 28752
Name(s) of On -Site Representative(s)/ritle(s)
WATER QUALITY SERVICES
BI QA Reserved 66
71 - �I 72 u73 L74 - 75 80
Section B: Facility Date
Entry Time
Permit Effective Date
12:518
95/06/01
Exit Time/Date
Permit Expiration Date
12:25
00/04/30
Phone No(s)
704/733-3142
Name, Address of Responsible Official Title
R. WAYNE SILVER ASSISTANT SUPER.
P. O. BOX 130
MARION, N. C. 28752 Phone No. Contacted
704/652-5504 NO
Section C: Areas Evaluated During Inspection CODES - S - Satisfactory M - Marginal U - Unsatisfactory N - Not evaluated/Not applicable
S Permit S Flow Measurement
Pretreatment M Operations &Maintenance
N Records/Reports N Laborator
y Compliance Schedules $ Sludge Disposal
M Facility Site Review S Effluent/Receiving Waters S Self -Monitoring Program
Other: ROW 4
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
1. GRASS, WEEDS AND SLUDGE COVERING THE SAND FILTER SHOULD BE REMOVED.
2. RESIDUAL CHLORINE WAS MEASURED AT 0.3 MG/L. IT IS RECOMMENDED THAT MORE THAN ONE TUBE OF SODIUM BISULIFITE BY USED TO
NEUTRALIZE.THE CHLORINE.
3. SLUDGE AND ALGE SHOULD BE REMOVED FROM THE CHLORINE CONTACT TANK.
4. IT IS RECOMMENDED THAT THE OPERATOR'S LOG REMAIN ON SITE.
PARAMETERS RESULTS
BOD
8.8 MG/L
TSS
8 MG/L
NH3
22 MG/L
FECAL COLIFORM
<10/100 ML
PH
6.6SU
RESIDUAL CHLORINE
0.2 MG/L
Name(s) and Signature(s) of Inspector(s)
MICHAEL R. ARKER
L\
Action Taken
Date
DWQ/ARO 704-251-6208
FDrc11%-Y/%-AIJLU Date
WQ/ARO 704-251-6208 D ��
Regulatory Office Use Only
Date Compliance Status
Noncompliance
Compliance
i.

L. 1clivix yr t14VIKUNMENTAL MANAGEMENT WATER QUALITY FIEL J-LAB FORM (DM1) For Lab Use ONLY
COUNTY
� LD Q )IJC/� 1
PRIORITY SAMPLE TYPERIVER
BASIN
��
tt>s l..)"
REPORT TO(AR
FRO MRO RRO WaRO WIRO WSRO TS
❑AMBIENT ❑ Qp
❑ STREAM
�[�77
tCl EFFLUENT
AT BM
Other.
RCOMPLIANCE ❑ CHAIN
❑ LAKE
❑ INDENT
Shipped by: Bus
Courier otaf, Other
OF CUSTODY
❑ EMERGENCY
❑ ESTUARY
COLLECTORS)
Lab Number: / D O -�
Date Received:
-//- 5 (D Time: / • .3 �}
Rec'd by:
From: Bus-Couri - and De
DATA ENTRY BY:
cS�+`^ CK• li;a
DATE REPORTED:
! ' / 7 - it L
Estimated BOD anger 0-5 - 25-65/40-130 or 100 plus STATION LOCATION: �j-�2.✓ (,t 7 a� s� � ]
Seed: Yes No ❑ Chlorinated: YesO No ❑ REMARKS:
Station? =Beginm/dd) TimeBegin Date End Time End De th DM DB DBM Value T
P yPe Compompe � IZ I*� A H L T S B C GNXX
1
BOD5 310 mg/1
2
COD High 340 mgA
3
COD Low 335 mg/l
4
J
/
Coliform: MF Fecal 31616 1 U /100ml
5
Coliform: MF Total 31504 /100m1
6
Coliform: Tube Fecal 31615 /100m1
7
Coliform: Fecal Strep 31673 /100ml
8
Residue: Total 500 mg/1
9
Volatile 505 mg/l
10
Fixed 510 mg/l
11
Residue: Suspended 530 mg/l
12
Volatile 535 mg/l
13
Fixed 540 mg/l
14
PH 403 6. units
15
Acidity to pH 4.5 436 mg/l
16
Acidity to pH 8.3 435 mg/1
17HAlkallnity
Alkalinity to pH 8.3 415 mg/l
18
to pH4.5 410 mg/1
19TOC
680 mgA
r20Turbidity
76 NTU
Chloride 940 mg/l
Chi a: Tri 32217 ug/l
Chi a: Corr 32209 ug/l
Pheophytin a 32213 ug/l
Color: True 80 Pt -Co
Color:(pH ) 83 ADMI
Color: pH 7.6 82 ADMI
Cyanide 720 mg/l
Fluoride 951 mg/l
Formaldehyde 71880 mg/l
Grease and Oils 556 mgA
Hardness Total 900 mg/l
Specific Cond. 95 2
..Mhos/cm
MSAS 38260 mg/I
Phenols 32730 ug/I
Sulfate 945 In
Sulfide 745 mg/l
NH3 as N 610 Z mg/1
TKN as N 625 mg/I
NO2 plus NO3 as N 630 m9A
P: Total as P 665 mg/l
PO4 as P 70507 mg/l
P: Dissolved as P 666 mg/(
CdCadmium 1027 ug/1
CrChromium:Tota11034 ug/1
Cu-Copper 1042 ug/l
Ni-Nlckel 1067 ugA
Pb-Lead 1051 ugA
Zn-Zinc 1092 ugA
Ag-Silver 1077 ugn
AI -Aluminum 1105 ug/1
Be -Beryllium 1012 ug/l
Ca -Calcium 916 1719/1
Co -Cobalt 1037 ugA
Fe -Iron 1045 ugn
Li -Lithium 1132 ug/
Mg -Magnesium 927 mg/l
Mn-Manganese 1055 ug/l
Na-Sodium 929 mgA
Arsenic -Total 1002 ug/l
Se -Selenium 1147 ug/1
Hg-Mercury 71900 ug/l
Organo--hlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytoplankton
Sampling Point %
Conductance at 25 C
Water Temperature
D.O. mgA
pH
Alkalinity
PH 8.3 pH 4.5
Acidity
pH 4.5 PH 8.3
Air Temperature (C)
2
94
Salinity %
10
Precipition an/day)
300 •
Cloud Cover %
400 1.
Wind Direction (Deg)
82244 14.31
Stream Flow Severity Turbidity Severity
82243 82242
Wind Velocity M/H
20
can Stream Depth ft.
Stream Width fL
480
45 132
136
1351 1350
35 64
4
DM1/Revised 10/86

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Environmental Management
59 Woodfin Place Asheville, North Carolina 28802
December 11, 1995
CARROLL HENSLEY
MCDOWELL CO SCH.-GLENWOOD ELEM
P 0 BOX 130
MARION NC 28752
SUBJECT: Notice of Violation - Effluent Limitations
NPDES No. NC0067130
MCDOWELL CO SCH.-GLENWOOD ELEM
MCDOWELL County
Dear CARROLL HENSLEY:
Review of subject self -monitoring report for the month
of August, 1995 revealed violation(s) of the following
parameter(s):
Reported Limits
Pipe Parameter Value/Unit Value/Type/Unit
001 00310 BOD 37.00 MG/L 30.00 FIN MG/L
Remedial actions, if not already implemented, should be
taken to correct the problem(s). The Division of Environmental
Management may pursue enforcement actions for this and any
additional violations of State Law. If you have questions or if
you need assistance, please call Forrest R. Westall, Regional Water
Quality Supervisor, at 704/251-6208.
Sincerely,
Roy Davis
Regional Supervisor
CC: Central Files
GKBDEX96/BL

H Y D R 0 L 0
Mr. Michael Parker
NC Department of EHNR
Division of Environmental Management
59 Woodfin Place
Asheville, NC 28801
Dear Mr. Parker,
October 26, 1995
Re: Compliance Sampling Inspection
Glenwood Elementary School
NPDES Permit Number NCO067130
McDowell County
I apologize for the delay in responding to this letter of inspection due to the many storm related
problems this month caused by Hurricane Opal.
Issue #1 & #2 - Grass and weeds on the sand filter.
41 Our operator Don Jones has been spending some time each day working on this problem and I
have scheduled one of our maintenance people to assist with the clean up on 10/30/95. The
previous operator working with the system has some physical limitations and could not do a lot of
mowing or weed pulling. 42 The sand filter will be raked to level.
Issue #3 - Distribution box leakage.
This problem will have to be addressed by Carol Hensley of the McDowell County Schools as they
usually handle these on there own repair and maintenance issues.
Issue #4 - Residual chlorine.
Our operator will make needed adjustments to comply with the chlorine limits.
Issue 95 - Lime addition to septic tank.
HLI operator will purchase and deliver lime to site. An assistant to remove heavy septic tank
covers will have to be scheduled by HLI or school system to assist in lime addition.
If you have any questions regarding these matters, please call me at 254-5169.
Sincerely,
Lonnie E. Hargrove
Regional Operations Manager...Y
cc: McDowell County Schools
Don Jones - o'
P.O. BOX 18029,/ ASHEVILLE, NC 28814 / 122 LYMAN STREET / ASHEVILLE, NC 28801 / [phone] / FAX: (704 1a-/ TOLL FREE: 1- 00 231 8889

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
Division of Environmental Management
59 Woodfin Place Asheville, North Carolina 28802
December 11, 1995
CARROLL HENSLEY
MCDOWELL CO SCH.-GLENWOOD ELEM
P 0 BOX 130
MARION NC 28752
SUBJECT: Notice of Violation - Effluent Limitations
NPDES No. NC0067130
MCDOWELL CO SCH.-GLENWOOD ELEM
MCDOWELL County
Dear CARROLL HENSLEY:
Review of subject self -monitoring report for the month
of September, 1995 revealed violation(s) of the following
parameter(s):
Reported Limits
Pipe Parameter Value/Unit Value/Type/Unit
001 50060 CHLORINE 200.000 UG/L 28.000 FIN UG/L
Remedial actions, if not already implemented, should be
taken to correct the pr.oblem(s). The Division of Environmental
Management may pursue enforcement actions for this and any
additional violations of State Law. If you have questions or if
you need assistance, please call Forrest R. Westall, Regional Water
Quality Supervisor, at '704/251-6208.
Sincerely,
Roy Davis
Regional Supervisor
cc: Central Files
GKBDEX96/BL

State of North Cui olina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Ash evil le'RegiokI Office
WATER QUALITY SECTION
September 28, 1995�
Mr. R. Wayne Silver
Assistant Superintendent I D
McDowell County Schools
�L
Post office Box 130
Marion, North Carolina 28752
Subject: Compliance Sampling Inspection
Status: In Compliance
Glenwood Elementary School
NPDES Permit No. NCO067130
Wastewater Treatment Facility
McDowell County
Dear Mr. Silver:
A Compliance Sampling Inspection of the wastewater treatment
facilities serving Glenwood Elementary School was conducted on
September 6, 1995. A copy of the inspection report is attached
for your information.
Samples were collected of the effluent and the results
indicate compliance with NPDES Permit limits with the exception
of pH and residual chlorine. The sample results are listed on
the inspection report. Also, the following items were noted that
need attention:
1. Grass and weeds covered the sand filter and Ahould be
removed.
2. The sand should be.leveled to prevent ponding and
provide adequate treatment.
3. There is some leakage of wastewater around the pipe on the
right side of the distribution box.
4. The residual chlorine was measured at 2.2 mg/1 after
chlorination. Using all tubes in the dechlorinator may be
necessary to comply with the chlorine residual limit.
5. It is recommended that lime be added to the septic tank to
adjust the pH.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

R. Wayne Silver
September 28, 1995
Page Two
It is requested that you respond in writing by October 20,
20, 1995 outlining what actions you have taken to correct these
problems..
If you have questions, please call me at 704/251-6208.
Sincerely,
Michael"R. Parker
Environmental Chemist
Enclosure
xc: HydroLogic, Inc.

United States onmental Protection Agency
Form Approved
Wasmngton, D.C. 20460
OMB No. 2040-0003
EPA
Approval Expires 7-31-85
NPDES Compliance Inspection Report
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 215 3 NCO067130 11 12 95/09/06 17 18 u
I�I u
19 L-J 20 u
Remarks
IIIIIIIIII`�IIIJIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
" Reserved Facility Evaluation Rating BI QA
Reserved B4
67 L_L_LJ I I I 169 70 I u I 71 I I 72 � N � 73 � 74
75 80
Section B: Facility Date
Name and Location of Facility Inspected
Entry Time
Permit Effective Date
GLENWOOD ELEM. SCHOOL
10:57
95/06/01
POST OFFICE BOX 130
Exit Time/Date
Permit Expiration Date
MARION, N. C. 28752
11:22
00/04/30
Name(s) of On -Site Representative(s)/Title(s)
Phone No(s)
D. JONES, OPERATOR
704/254-5169
HYDROLOGIC, INC.
Name, Address of Responsible Official
Title
R. WAYNE SILVER
ASSISTANT SUPER.
P. O. BOX 130
Phone No.
Contacted
MARION, N. C. 28752
704/652-5504
NO
Section C: Areas Evaluated During Inspection
S
Permit
Records/Reports
Facility Site Review
S
Flow Measurement
Laboratory
Effluent/Receiving Waters
Pretreatment
Compliance Schedules
Self -Monitoring Program
M
Operations & Maintenance
Sludge Disposal
Other: ROW 4
N
N
S
M
M
S
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
1. GRASS AND WEEDS COVERING THE SAND FILTER SHOULD BE REMOVED.
2. SAND LEVELED TO PREVENT PONDING.
3. WASTEWATER IS LEAKING AROND THE PIPE COMING FROM THE DISTRIBUTION BOX ON THE RIGHT SIDE AND SHOULD
BE REPAIRED.
4. THE RESIDUAL CHLORINE WAS MEASURED AT 2.2 MG/L.. IT 15 RECOMMENDED THAT ALL DECHLORINATOR TUBES BE USED TO REMOVE
THE CHLORINE NECESSARY TO COMPLY WITH PERMIT LIMITS.
5. IT IS RECOMMENDED THAT LIME BE ADDED TO THE SEPTIC TANK TO ADJUST THE PH.
1
PARAMETERS RESULTS
BOD 22 MG/L
TSS 9 MG/L
NH3 12 MG/L
FECAL COLIFORM <10/100 ML
PH 5.97 SU
RESIDUAL CHLORINE 2.2 MG/L
TEMPERATURE 23 C
Name(s) and Signature(s) of Inspector(s)
Agency/Office/Te le phone
Date
MICHAEL R. PARKER
DEM/ARO 704-251-6208
/CS
Signature R iewer
Agency/Office
D e
DEM/ARO 704-251-6208
—gyp S
�iJ
Regulatory Office Use Only
Action Taken
Date
Compliance Status
Noncompliance
Compliance

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Office
A4J�
)A
DEHNR
WATER QUALITY SECTION
September 28, 1995
Mr. R. Wayne Silver
Assistant Superintendent
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Subject: Compliance Sampling Inspection
Status: In Compliance
Glenwood Elementary School
NPDES Permit No. NCO067130
Wastewater Treatment Facility
McDowell County
Dear Mr. Silver:
A Compliance Sampling Inspection of the wastewater treatment
facilities serving Glenwood Elementary School was conducted on
September 6, 1995. A copy of the inspection report is attached
for your information.
Samples were collected of the effluent and the results
indicate compliance with NPDES Permit limits with the exception
of pH and residual chlorine. The sample results are listed on
the inspection report. Also, the following items were noted that
need attention:
1. Grass and weeds covered the sand filter and should be
removed.
2. The sand should be leveled to prevent ponding and
provide adequate treatment.
3. There is some leakage of wastewater around the pipe on the
right side of the distribution box.
4. The residual chlorine was measured at 2.2 mg/1 after
chlorination. Using all tubes in the dechlorinator may be
necessary to comply.with the chlorine residual limit.
5. It is recommended that lime be added to the septic tank to
adjust the pH.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

R. Wayne Silver
September 28, 1995
Page Two
It is requested that you respond in writing by October 20,
20, 1995 outlining what actions you have taken to correct these
problems.
If you have questions, please call me at 704/251-6208.
Sincerely,
Michael R. Parker
Environmental Chemist
Enclosure
xc: HydroLogic, Inc.

United Stat, dronmental Protection Agency
Form Approved
Washington, D.C. 20460
OMB No. 2040-0003
EPA
Approval Expires 7-31-85
NP®ES Compliance Inspection Report
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I 1 N 2 u 3 NCO067130 11 12 95/09/06 17 18 IJ
�I u
19 IL 2012
Remarks
IIIIIIIIIITIIAIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
Z' Reserved Facility Evaluation Rating BI QA
Reserved U6
r � 73 � 74
67 �__� I I I L_ 169 70 13 I 71 I N I 72 [Da
u
75 80
Section B: Facility Date
Name and Location of Facility Inspected
Entry Time
Permit Effective Date
GLENWOOD ELEM. SCHOOL
10:57
95/06/01
POST OFFICE BOX 130
Exit Time/Date
Permit Expiration Date
MARION, N. C. 28752
11:22
00/04/30
Name(s) of On -Site Representative(s)[ritle(s)
Phone No(s)
D. )ONES, OPERATOR
704/254-5169
HYDROLOGIC, INC.
Name, Address of Responsible Official
Title
R. WAYNE SILVER
ASSISTANT SUPER.
P. O. BOX 130
Phone No.
704/652-5 504
Contacted
NO
MARION, N. C. 28752
Section C: Areas Evaluated During Inspection
S
Permit
Records/Reports
Facility Site Review
S
Flow Measurement
Laboratory
Effluent/Receiving Waters
Pretreatment
Compliance Schedules
Self -Monitoring Program
M
Operations & Maintenance
Sludge Disposal
Other: ROW 4
N
N
S
M
M
S
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
1. GRASS AND WEEDS COVERING THE SAND FILTER SHOULD BE REMOVED.
2. SAND LEVELED TO PREVENT PONDING.
3. WASTEWATER IS LEAKING AROND THE PIPE COMING FROM THE DISTRIBUTION BOX ON THE RIGHT SIDE AND SHOULD
BE REPAIRED.
4. THE RESIDUAL CHLORINE WAS MEASURED AT 2.2 MG/L.. IT IS RECOMMENDED THAT ALL DECHLORINATOR TUBES BE USED TO REMOVE
THE CHLORINE NECESSARY TO COMPLY WITH PERMIT LIMITS.
5. IT IS RECOMMENDED THAT LIME BE ADDED TO THE SEPTIC TANK TO ADJUST THE PH.
1
PARAMETERS RESULTS
BOD 22 MG/L
TSS 9 MG/L
NH3 12 MG/L
FECAL COLIFORM < 10/100 ML
PH 5.97 SU
RESIDUAL CHLORINE 2.2 MG/L
TEMPERATURE 23 C
Name(s) and Signature(s) of Inspector(s)
Agency/Office/Telephone
Date
MICHAEL R. PARKER
DEM/ARO 704-251-6208
/Cs
J
Sgnaturet R iewer
Agency/Office
D e
DEM/ARO 704-251-6208
Regulatory Office Use Only
Action Taken
Date
Compliance Status
Noncompliance
Compliance

rr y�
DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY FIELD -LAB FORM (DM1)
0
COUNTY'
PRIORITY
SAMPLE TYPE
RIVER BASIN
_! ]� . P bS�yln
❑AMBIENT
❑
❑ STREAM
❑ EFFLUENT
REPORT TO: AR
R FRO MRO RO WaRO W]RO WSRO TS
QA
AT BM
COMPLIANCE
❑ CHAIN
❑ LAKE
I
❑ INFLUENT
Other
❑
OF CUSTODY
❑
Fnr Lab flee nNLY
Lab Number: i G I y
Date Received: 9—%'SS Time: c3 - 00
Rec'd by: '✓ From: Bus-Couri -Hand el
DATA ENTRY BY: S' CCK:
Shipped by: Bus Courier(, St , Other EMERGENCY ESTUARY DATE REPORTED: I S— 1 S
COLLECTOR(.S):
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus STATION LOCATION: 1P ar��.. Sr✓ I
Seed: Ye No ❑ Chlorinated: Yes No ❑ REMARKS:
Station #
Date Begin (yy/mm/dd) I
Time Begin
Date End
Time
DM DB DBM
Vaiiu Type
Composite
Sample e
Tpth
A H L
T S B
C G GNXX
1
BOD5 310 '1 mg/1
oC
2
COD High 340 mg/I
3
COD Low 335 mg/1
4
Coliform: MF Fecal 31616 r O /100ml
5
Coliform: MF Total 31504 /loom]
6
Coliform: Tube Fecal 31615 /loom]
7
Coliform: Fecal Strep 31673 /loom]
8
Residue: Total 500 mg/I
9
Volatile 505 mg/I
10
Fixed 510 mg/1
11
j�
Residue: Suspended 530 9 mg/I
12
Volatile 535 mg/I
13
Fixed 540 mg/I
14
f�
pH 403 O units
15
Acidity to pH 4.5 436 mg/1
16
Acidity to pH 8.3 435 mg/I
17
Alkalinity to pH 8.3 415 mg/1
18
Alkalinity to pH 4.5 4_10 mg/I
19
TOC 680 mg/l
201
Turbidity 76 NTU
Chloride 940 mg/1
Chi a: Tri 32217 ug/I
Chl a: Corr 32209 ug/I
Pheophytin a 32213 ug/I
Color: True 80 Pt -Co
Color:(pH ) 83 ADMI
Color. pH 7.6 82 ADMI
Cyanide 720 mg/I
Fluoride 951 mg/I
Formaldehyde 71880 mg/1
Grease and Oils 556 mg/I
Hardness Total900 mg/I
Specific Cond. 95 uMhos/cm2
MBAS 38260 mg/I
Phenols 32730 ug/I
Sulfate 945 mg/l
Sulfide 745 mg/I
NH3 as N 610 mgA
TKN as N 625 mg/l
NO2 plus NO3 as N 630 mgA
P: Total as P 665 mg/I
PO4 as P 70507 mg/l
P: Dissolved as P 666 mgA
CdCadmium 1027 ugA
CrChromium Total 1034 119/1
Cu-Copper 1042 ug/I
Ni-Nickel 1067 ug/I
Pb-Lead 1051 ugA
Zn-Zinc 1092 ugA
Ag-Silver 1077 ug/I
Al -Aluminum 1105 ug/I
Be -Beryllium 1012 ug/I
Ca -Calcium 916 mg/1
Co -Cobalt 1037 ugA
Fe -Iron 1045 ugA
Li -Lithium 1132
Mg-Magnes]um 927
u�
m.
Mn-Manganese 1055
ug/l
Na-Sodium 929
mg/l
Arsenic -Total 1002
ug/1
Se -Selenium 1147
ug/l
Hg-Mercury 71900
ug/1
Organochlorine Pesticides
Organophosphorus Pesticides
I I Acid Herbicides I
II Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle rel
Phytoplankton
Sampling Point %
Conductance at 25 C
Water Temperature (
D.O. mg/l
pH
Alkalinity
Acidity
Air Temperature (C)
PH 8.3 pH 4.5
pH 4.5 pH 8.3
2
94
10
300 10
400 .
82244 1 431
82243 182242
20
Salinity %
Precipition Wr/day)
Cloud Cover %
Wind Direction (Deg)
Stream Flow Severity
Turbidity Severity
Wind Velocity M/H
can Stream Depth ft.
Stream Width ft.
480
145
32
136
11351
1350
135
64
14
DMI./Revised 10/86

H Y. D R 0 L 0
April 25, 1995
Mr. Roy Davis
State of North Carolina
Department of Environment, Health &
Natural Resources
59 Woodfin Place
Asheville, NC 28801
Re: Notice of Violation for:
G I C
Nebo Ele t /NCOO67148
McDowell County High/NCOO67121
Sugar Hill Truck Stop/NCOO29831
Mobile Village Trailer Park/NCOO69965
Dear Mr. Davis,
This letter is in response to the inspections of referenced facilities performed by Mr. Mike
Parker of your office and your letter to Mr. Tom Barr dated April 4, 1995 regarding back
up operators. The following corrective actions were taken:
Mrs. Kim Brantley of the N.C. Certification Board was immediately contacted to
inquire about the fees due for Mr. George W. Fryar. We were informed at that point of
the total amount due and immediately sent a check for $210.00 to cover the fees due.
The certification board should have received this check as of this date for processing.
We have asked for a renewal card for Mr. Fryar from the Certification Board as a
receipt of payment. Mr. Fryar will not perform back up operator duties until we
receive notification from the Certification Board that he is properly certified.
We appreciate your office bringing this matter to our attention and regret this unfortunate
violation. Hydrologic, Inc. continuously strives to keep all employee certifications up to
date and to comply with all regulations. If you have any questions or concerns please
contact me.
Sincerely,
lq- me- e
Debbie F. McCarson
Administrative Assistant
cc: Tom Barr
Cindy Finan, Certification and Training Unit
Referenced Facilities
8199`�
P.O. BOX 18029 / ASHEVILLE, N( 28814 / 122 LYMAN STREET / ASHEVILLE, NC 28801 / [phone] / FAX: [phone] / TOLL FREE:1-800-231-8889

State of North Cci, uiina 1
Department of Environment,
Health and Natural Resources 4 • •
Division of Environmental Management
James B. Hunt, Jr., Governor � E H N 1�
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
Water Quality Section
April 7, 1995
Mr. R. Wayne Silver
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Subject: NOTICE OF VIOLATION
Compliance Evaluation
Inspection
Glenwood Elementary School
NPDES Permit No. NCO067130
McDowell County
Dear Mr. Silver:
On April 6, 1995, Mike Parker conducted a Compliance
Evaluation Inspection of the wastewater treatment facility
serving Glenwood Elementary School. A review of the operator log
book indicated that "Billy" George W. Fryar was signing the
operator log. According to records maintained by this Division,
Mr. Fryar has not paid his annual operator fees since December
1992. Therefore, the Division of Environmental Management does
not consider Mr. Fryar to -be properly certified. This isa
violation of Part II Section C. 1. of NPDES permit number
NC0067130.
Please respond in writing within two weeks of receipt of this
notice,.indicating what actions you will take to correct these
deficiencies. If you have any questions, please call Mr. Mike
Parker at 704-251-6208.
Sincerely,
Roy nM.avis, Regional Supervisor
Division of Environmental Management
cc: Enclosure
HydroLogic, Inc.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

United States Environmental Protection Agency
Form Approved
Washington, D.C. 20460
OMB No. 2040-0003
EPA
Approval Expires 7-31-85
NPDES Compliance Inspection Report
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN I 215 I 3 1 NCO067130 Ill 12 95/04/06 17 18 LJ 19 Ij 20 ILI
� u
Remarks
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
21 Reserved Facility Evaluation Rating BI QA Reserved 66
67 LL 69 70 I I 71 IonI 72 I uI 73 74 75 80
u
Section B: Facility Date
Name and Location of Facility Inspected
Entry Time
Permit Effective Date
GLENWOOD ELEMENTARY SCHOOL
10:20
91/10/01
POST OFFICE BOX 130
Exit Time/Date
Permit Expiration Date
MARION, N. C. 28752
10:30
95/04/30
Name(s) of On -Site Representative (s)/Title(s)
Phone No(s)
"BILLY" GEORGE W. FRYAR
704/254-5169
Name, Address of Responsible Official
Title
R. WAYNE SILVER
ASSISTANT SUPERINTENDENT
POST OFFICE BOX 130
Phone No.
Contacted
MARION, N. C. 28752
704/724-453 5
NO
Section C: Areas Evaluated During Inspection
S
Permit
Records/Reports
Facility Site Review
S
Flow Measurement
Laboratory
Effluent/Receiving Waters
Pretreatment
Compliance Schedules
Self -Monitoring Program
M
Operations & Maintenance
Sludge Disposal
Other: ROW 23
N
N
S
M
N
S
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
MR. "BILLY" GEORGE W. FRYAR WAS LISTED AS THE OPERATOR ON MARCH 27, 28, 29, 30, and 31 1995. ACCORDING TO THE OPERATOR LOG BOOK
MAINTAINED AT THE WASTEWATER TREATMENT FACILITY. ACCORDING TO DIVISION RECORDS, MR. FRYAR HAS NOT PAID HIS ANNUAL OPERATOR
FEES SINCE DECEMBER OF 1992. THEREFORE, THE DIVISION DOES NOT CONSIDER MR. FRYAR TO BE PROPERLY CERTIFIED. THIS CONSTITUTES A
VIOLATION OF PART II. SECTION C. 1. OF NPDES PERMIT NO. NC0067130.
Name(s) and Signature(s) of Inspector(s)
Agency/Office/Telephone
Date
MICHAEL R. PARKER
DEM/ARO 704-251-6208
119
Reviewe
Agency/Office
ate
DEM/ARC) 704-251-6208
Regulatory Office Use Only
Action Taken Date
Compliance Status
Noncompliance
Compliance

State of North Cai mina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
r4i t A'I
�EHNR
Water Quality Section
April 7, 1995
Mr. R. Wayne Silver
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Subject: NOTICE OF VIOLATION
Compliance Evaluation
Inspection
Glenwood Elementary School
NPDES Permit No. NCO067130
owell County
Dear Mr. Silver:
On April 6, 1995, Mike Parker conducted a Compliance
Evaluation Inspection of the wastewater treatment facility
serving Glenwood Elementary School. A review of the operator log
book indicated that "Billy" George W. Fryar was signing the
operator log. According to records maintained by this Division,
Mr. Fryar has not paid his annual operator fees since December
1992. Therefore, the Division of Environmental Management does
not consider Mr. Fryar to'be properly certified: This is a
violation of Part II Section C. 1. of NPDES permit number
NC0067130.
Please respond in writing within two weeks of receipt of this
notice, -indicating what actions you will take to correct these
deficiencies. If you have any questions, please call Mr. Mike
Parker at 704-251-6208.
Sincerely,
P__
Roy nMavis, Regional Supervisor
Division of Environmental Management
CC: Enclosure
Hydro.Logic, Inc.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer W% recycled/ 10% post -consumer paper

United States Environmental Protection Agency
Form Approved
Washington, D.C. 20460
OMB No. 2040-0003
EPA NPDES Compliance Inspection Report
Approval Expires 7-31-85
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 ► N 1 2 u 3 NCO067130 11 12 95/04/06 17 18 Ll 19 u 20 IJ
Remarks
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
" Reserved Facility Evaluation Rating BI QA Reserved 66
67 I__lU 69 70 L_J I I 71 I I on72 I (� uI 73 � 74 75 80
Section B: Facility Date
Name and Location of Facility Inspected
Entry Time
Permit Effective Date
GLENWOOD ELEMENTARY SCHOOL
10:20
91/10/01
POST OFFICE BOX 130
Exit Time/Date
Permit Expiration Date
MARION, N. C. 28752
10:30
95/04/30
Name(s) of On -Site Representative(s)/Title(s)
Phone No(s)
"BILLY" GEORGE W. FRYAR
704/254-5169
Name, Address of Responsible Official
Title
R. WAYNE SILVER
ASSISTANT SUPERINTENDENT
POST OFFICE BOX 130
Phone No.
Contacted
MARION, N. C. 28752
704/724-4535
NO
Section C: Areas Evaluated During Inspection
S
Permit
Records/Reports
Facility Site Review
S
Flow Measurement
Laboratory
Effluent/Receiving Waters
Pretreatment
Compliance Schedules
Self -Monitoring Program
M
Operations & Maintenance
Sludge Disposal
Other: ROW 23
N
N
S
M
N
S
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
MR. 'BILLY' GEORGE W. FRYAR WAS LISTED AS THE OPERATOR ON MARCH 27, 28, 29, 30, and 31 1995. ACCORDING TO THE OPERATOR LOG BOOK
MAINTAINED AT THE WASTEWATER TREATMENT FACILITY. ACCORDING TO DIVISION RECORDS, MR. FRYAR HAS NOT PAID HIS ANNUAL OPERATOR
FEES SINCE DECEMBER OF 1992. THEREFORE, THE DIVISION DOES NOT CONSIDER MR. FRYAR TO BE PROPERLY CERTIFIED. THIS CONSTITUTES A
VIOLATION OF PART II. SECTION C. 1. OF NPDES PERMIT NO. NC0067130.
Name(s) and Signature(s) of Inspector(s)
Agency/Office/Telephone
Date
MICHAEL R. PARKER
wre
DEM/ARO 704-251-6208
i Reviewe
Agency/Office
ate �
DEM/ARO 704-251-6208
Regulatory Office Use Only
Action Taken Date
Compliance Status
l Noncompliance
Compliance

F— r a6 ri.., nmv v
DIVISION OF ENVIRONMENTAL MANAGEMENT WATER QUALITY FIELD -LAB FORM (DM1)
COUNTY
��� d j,��11
PRIORITY
SAMPLE TYPE
RIVER BASIN
o yQ
❑AMBIENT
❑ (1A
❑
REPORT T
FRO MRO
:
RRO WaRO WiRO WSRO TS
STREAM
EFFLUENT
AT BM
Other
fJ�
�FCOMPLIANCE
❑
❑ LAKE
1
❑ INFLUENT
Shipped by:
Bus Courier S f, Other
/❑EMERGENCY
OF CUSTODY
❑ESTUARY
COLLECTOR(S): / -,) 4,
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus STATION LOCATION:
Seed: Ye No ❑ Chlorinated: Yes ❑ 3� REMARKS:
Station # Date Begin (yy/mm/dd) Time Begin Date End
1
BOD5 310 mg/1
2
COD High 340 m9/1
3
COD Low 335 m9/1
4
Coliform: MF Fecal 31616 /100m1
5
Coliform: MF Total 31504 /100ml
6
Coliform: Tube Fecal 31615 /100ml
Coliform: Fecal Strep 31673 /100m1
8
Residue: Total 500 -9/1
9
Volatile 505 mg/I
10
Fixed 510 mg/I
11
Residue: Suspended 530 j � mg/1
12
Volatile 535 mg/l
13
Fixed 540 mg/I
14
PH 403 units
15
Acidity to pH 4.5 436 mg/I
16
Acidity to pH 8.3 435 mg/l
17
Alkalinity to pH 8.3 415 mg/l
18
Alkalinity to pH 4.5 410 mg/l
19
TOC 680 mg/l
20
Turbidity 76 NTU
Lab Number: �2 6, Yo
Date Received: /oZ-9-61 y Time: S J"
Rec'd by:
From: Bus -Courier and D
DATA ENTRY BY: CK:
DATE REPORTED: - Q - C1
Time EndlDepth DM DB DBM Value Type
IJ A H L
Chloride 940 mg/I
Chi a: Tri 32217 ug/l
Chi a: Corr 32209 ug/l
Pheophytin a 32213 ug/l
Color: True 80 Pt -Co
Color:(pH ) 83 ADMI
Color: pH 7.6 82 ADMI
Cyanide 720 mg/I
Fluoride 951 mg/I
Formaldehyde 71880 mg/l
Grease and Oils 556 mg/I
Hardness Total900 mg/I
Specific Cond. 95 2
uMhos/cm
MBAS 38260 mg/I
Phenols 32730 ug/I
Sulfate 945 mg/I
Sulfide 745 mg/I
NH3 as N 610 mg/I
TKN as N 625 mg/I
NO2 plus NO3 as N 630 mg/1
P: Total as P 665 mg/I
PO4 as P 70507 mgA
P: Dissolved as P 666 mg/I
CdCadmium 1027 ugA
CrChromium:Total1034 ugA
Cu-Copper 1042 ug/I
Ni-Nickel 1067 ug/I
Pb-Lead 1051 ug/1
Zn-Zinc 1092 ugA
Ag-Silver 1077 ug/l
AI -Aluminum 1105 ug/I
Be -Beryllium 1012 ug/I
Ca-Calclum 916 mgA
Co -Cobalt 1037 ug/1
Fe -Iron 1045 ugA
Composite Sample T e
T S B C GNXX
Li -Lithium 1132 ug/l
Mg -Magnesium 927 mg/1
Mn-Manganese 1055 ug/l
Na-Sodium 929 mg/l
Arsenic:Total 1002 ug/I
Se -Selenium 1147 ug/l
Hg-Mercury 71900 ug/l
Organochlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
ble Organics (VOA bottle reg'd)ankton
t
Sampling Point %
Conductance at 25 C
Water Temperature (C)
D.O. mgA
pH
Alkalinity
Acidity
Air
PH 8.3 pH 4.5
pH 4.5 PH 8.3
Temperature (C)
2
94
10
300 1.
400 .
82244 1 431
82243 182242
20
Salinity %
Precipition on/day)
Cloud Cover %
Wind Direction (Deg)
Stream Flow Severity Turbidity Severity
Wind Velocity M/H can Stream Depth ft.
Stream Width ft.
480
45
32
36
1351 1350
35 64
4
DMl/Revised 10/86

4&
State of North Carolina
Department of Environment, — TVA
Health and Natural Resources 4 a
Division of Environmental Management
James B. Hunt, Jr., Governor p E H N Jonathan B. Howes, Secretary
M >i
Nann B. Guthrie, Regional Manager
Asheville Regional Office
WATER QUALITY SECTION
January 5, 1995
Mr. R. Wayne Silver
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Subject: Additional Effluent Limits
Glenwood Elementary School
Wastewater Treatment Facility
NPDES Permit No. NCO067130
McDowell County
Dear Mr. Seagle:
Based upon the evaluation of your NPDES Permit application
for continued discharge of wastewater from Glenwood Elementary
School, the Technical Support Branch of the Division of
Environmental Management has determined that the addition of a
fecal coliform limit in the permit is necessary in order to
protect water quality in the receiving stream. The limit will be
200 colonies/ 100 ml monthly average and 400 colonies/100 ml
daily maximum.
Additionally, there will be the requirement for a residual
chlorine limit of 28 ug/1 in the effluent. If you do not have
effluent disinfection facilities available they should be
installed and ready for operation when the new permit becomes
effective. In order to comply with the residual chlorine limit
of 28 ug/l, dechlorination facilities may also be necessary.
If you have questions, please call me at 704/251-6208.
Sincerely,
Michael R. Parker
Environmental Chemist
xc: Technical Services
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B, Howes,'Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
A74
)A
C)EHNIt'
WATER QUALITY SECTION
October 31, 1994
Mr. R. Wayne Silver
Assistant Superintendent
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Subject: Compliance Sampling Inspection
Status: In Compliance
Glenwood Elementary School
NPDES Permit No. NCO067130
Compliance Evaluation Inspection
Status: In Compliance
Nebo Elementary School
NPDES Permit No. NCO067148
Wastewater Treatment Facilities
McDowell County
Dear Mr. Silver:
Inspections of the wastewater treatment facilities serving
Glenwood and Nebo Elementary Schools were conducted on September
21, 1994. Copies of the inspection reports are attached to this
letter. Comments and recommendations concerning both facilities
are listed below:
Glenwood Elementary School
1. Grass and weeds should be removed from the filter bed.
2. The sand should be leveled to prevent ponding and
provide adequate treatment.
3. There is some leakage around siphon bell with water
continuously leaking into the filter.
4. Cracks in the lines from the distribution box should be
repaired.
5. Effluent sample results indicated non-compliance with NPDES
Permit limits for BOD. The results are listed on the
inspection report.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

R. Wayne Silver
October 31, 1994
Page Two
Nebo Elementary School
1. One sand filter was relatively free of weeds, grass and
sticks. The other sand filter was in -need of cleaning.
2. There was no discharge so no samples were collected.
It is requested that you respond in writing by November 18,
1994 outlining what actions you have taken to correct these
problems.
If you have questions, please call me at 704/251-6208.
Sincerely,
Michael R. Parker
Environmental Chemist
Enclosure
xc: HydroLogic, Inc.

United States Environmental Protection Agency
Form Approved
Washington, D.C. 20460
OMB No.
2040-0003
Approval Expires 7-31-85 '
EPA NPDES Compliance Inspection Report
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type
Inspector Fac Type
1 IN I 2 3 NCO067130 11 12 94/09/21 17 18 u
� I�
19 u 20 t` I
Remarks
I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I
" Reserved Facility Evaluation Rating BI QA
Reserved 66
67 LM69 70 13 I 71 onI N I 72 I N uI 73 [JE 74
'ul
75 U80
Section B: Facility Date
Name and Location of Facility Inspected
Entry Time
Permit Effective Date
GLENWOOD ELEM. SCHOOL
9:40
91/10/01
POST OFFICE BOX 130
Exit Time/Date
Permit Expiration Date
MARION, N. C. 28752
10:50
95/04/30
Name(s) of On -Site Representative(s)/Title(s)
Phone No(s)
Name, Address of Responsible Official
Title
R. WAYNE SILVER
ASSISTANT SUPER.
P. O. BOX 130
Phone No.
Contacted
MARION, N. C. 28752
704/652-5504
NO
Section C: Areas Evaluated During Inspection
S
Permit
Records/Reports
Facility Site Review
S
Flow Measurement
Laboratory
Effluent/Receiving Waters
Pretreatment
Compliance Schedules
Self -Monitoring Program
M
Operations & Maintenance
Sludge Disposal
Other: ROW 4
N
N
S
M
M
S
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
1. WEEDS AND GRASS SHOULD BE REMOVED FROM THE FILTER BED.
2. THE SAND SHOULD BE LEVELED TO PREVENT PONDING AND TO UTILIZE THE TOTAL FILTER AREA.
3. THERE APPEARS TO BE A CONTINUOUS LEAK FROM ONE OF THE SIPHONS.
4. THE DISTRIBUTION BOX IS LEAKING ON BOTH SIDE AT THE PIPE CONNECTIONS.
5. EFFLUENT PH WAS 4.6 SU. LIME OR SODIUM BICARBONATE SHOULD BE ADDED TO THE SEPTIC TANK.
SAMPLING DATA
PARAMETERS RESULTS
BOD > 68 MG/L
TSS 15 MG/L
NH3 7.9 MG/L
PH 4.5 SU
Name(s) and Signature(s) of Inspector(s)
Agency/Office/Telephone
Date
MICHAEL R. PARKER
DEM/ARO 704-251-62087�
Si iewer
Agency/Office
Date
�'/D1�'3
DEM/ARO 704-251-6208
Regulatory Office Use Only
Action Taken
Date
Compliance Status
❑ Noncompliance
Compliance

' United States Environmental Protection Agency
Form Approved
Washington, D.C. 20460
l'
OMB No. 2040-0003
Approval Expires 7-31-85
EPA NPDES Compliance Inspection Report
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 IN I 215 I 3 NCO067148 11 12 94/09/21 17 18 LJ
� 1�I
19 L S 20 12
�I �1
Remarks
I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I I I I I I I
21 Reserved Facility Evaluation Rating BI QA
Reserved 66
67 I__IU 69 70 u I I 71 IonI 72 I ( I 73 74
75 80
Section B: Facility Date
Name and Location of Facility Inspected
Entry Time
Permit Effective Date
NEBO ELEMENTARY SCHOOL
11:10
91/11/01
POST OFFICE BOX 130
Exit Time/Date
11:25
Permit Expiration Date
95/04/30
MARION, NORTH CAROLINA 28752
Name(s) of On -Site Representative(s)/Title(s)
Phone No(s)
Name, Address of Responsible Official
Title
R. WAYNE SILVER
ASSISTANT SUPERINTENDENT
POST OFFICE BOX 130
Phone No.
Contacted
MARION, N. C. 28752
704/652-5 504
NO
Section C: Areas Evaluated During Inspection
S
Permit
Records/Reports
Facility Site Review
S
Flow Measurement
Laboratory
Effluent/Receiving Waters
Pretreatment
Compliance Schedules
Self -Monitoring Program
M
Operations & Maintenance
Sludge Disposal
Other: ROW 5
N
N
S
M
N
S
Section D: Summary of Findings/Comments (Attach additional sheets if necessary)
1. ONE OF THE FILTERS WAS RELATIVELY CLEAN AND LEVEL. THE OTHER FILTER WAS COVERED WITH LEAVES, GRASS
AND STICKS.
2. A FENCE HAD BEEN CONSTRUCTED. AROUND THE SAND FILTERS.
3. THERE WAS NO DISCHARGE DURING THE INSPECTION.
Name(s) and Signature(s) of Inspector(s)
Agency/Office/Telephone
Date
MICHAEL R. P KER
DEM/ARO 704-251-6208
IT
Signature of Reviewer
Agency/Office
Date
DEM/ARO 704-251-6208
Regulatory Office Use Only
Action T en
Date
Compliance Status
/
Noncompliance
Compliance
r

H Y D R 0 L 0 G I C 1 N C
November 23, 1994
Mr. Michael Parker
NC Department of EHNR
Division Environmental Management
59 Woodfin Place
Asheville, NC 28801
Re: Compliance Sampling Inspection
Glenwood Elementary School
NPDES Permit No. NCO067130
Nebo Elementary School
NPDES Permit No. NCO067148
McDowell County
Dear Mr. Parker,
In response to your letter of inspection regarding reference facilities. The following corrective
actions have been taken:
Glenwood Elementary
1. Grass and weeds have -been removed from the filter bed as requested.
2:' Sand has been leveled as best as possible, still low in one area. The owner is planning to
propose for budget, pulling and replacing the sand this next summer (95) after schools close.
3. Owner has patched the tank (siphon bell tank) that stopped continous leaking into the filter bed.
4. Cracks in the lines from the distribution box have been sealed by the owner.
5. Hydrated lime is being added to the septic tank.
Nebo Elementary
1. Both sand filters were cleaned of weeds, grass and sticks.
If you have any questions or concerns please call me.
Sincerely,
Donald L. Gumbiner
Manager of Operations .
cc: Mr: R. Wayne Silver,. McDowell Co. Schools
Ritchie Barr
Billy Bridges
File
P.O. BOX 18029 /ASHEVILLE, NC 28814 / 122 LYMAN STREET / ASHEVILLE, NC 28801 / [phone] / FAX: [phone] / TOLL FREE:1-800-231-8889

For Lab Use ONLY
DIVISION %Jr F-11VIRONMENT1AL MANAGEMENT WATER QUALITY FIELD -LAB FORM (DM1)
/�1 COUNTY cozw �I PRIORITY SAMPLE TYPE
RIVER BASIN
❑AMBIENT ❑ QA
COMPLIANCE ❑ CHAIN
OF CUSTODY
❑EMERGENCY
❑ STREAM
❑ LAKE
❑ESTUARY
t—�1 EFFLUENT
❑ INFLUENT
REPORT TQYAiRO MRO RRO WaRO W1RO WSRO TS
AT BM c
Other
Shipped by: Bus Courier taf� Other
Lab Number: 1 �n d
Date Received: 7
-� '`r Y Time: 3 I S
Rec'd by:
From: Bus -Courier anid D_e�
DATA ENTRY BY:
S C'K: 6 L",
DATE REPORTED:
9 ' j % — � 7 /
COLLECTOR(S)�:
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plu�s� STATION LOCATION:
Seed: Ye� No ❑ Chlorinated: Yes REMARKS:
Station # Date Begin (yy/mm/dd) I Time Begin Date End Time End Depth DM DB DBM Value Type Composite Sample Type
A H L T S B C l J GNXX
1
BOD5 310 > (0'j mg/I
2
COD High 340 mg/1
3
COD Low 335 mg/1
4
Coliform: MF Fecal 31616 ./100ml
5
Coliform: MF Total 31504 /100ml
6
Coliform: Tube Fecal 31615 /100ml
Coliform: Fecal Strep 31673 /100ml
8
Residue: Total 500 mg/I
9
Volatile 505 mg/1
10
Fixed 510 mg/I
11
Residue: Suspended 530 1 r sue- mg/I
12
Volatile 535 mg/I
13
Fixed 540 mg/I
14
pH 403 !i s units
15
Acidity to pH 4.5 436 mg/I
16
Acidity to pH 8.3 435 mg/1
17
Alkalinity to pH 8.3 415 mg/1
18
Alkalinity to pH 4.5 410 mg/1
19
TOC 680 mg/I
20
Turbidity 76 NTU
Chloride 940 mg/1
Chi a: TrI 32217 ug/1
Chi a: Corr 32209 ug/1
Pheophytin a 32213 ug/I
Color: True 80 Pt -Co
Color:(pH ) 83 ADMI
Color: pH 7.6 82 ADMI
Cyanide 720 mg/I
Fluoride 951 mg/I
Formaldehyde 71880 mg/I
Grease and Oils 556 mg/1
Hardness Total900 mg/1
Specific Cond. 95 uMhos/cm2
MBAS 38260 mg/1
Phenols 32730 ug/1
Sulfate 945 mg/1
Sulfide 745 mg/1
NH3 as N 610 Gi mg/l
TKN as N 625 m9/1
NO2 plus NO3 as N 630 mg/I
P: Total as P 665 mg/!
PO4 as P 70507 mg/1
P: Dissolved as P 666 mg/1
Cd-Cadmium 1027 ugA
Cr-Chromium.Total1034 ugA
Cu-Copper 1042 ug/1
Ni-Nickel 1067 ug/l
Pb-Lead 1051 ug/I
Zn-Zinc 1092 ug/I
Ag-Silver 1077 ug/I
Al -Aluminum 1105 ug/I
Be -Beryllium 1012 ug/I
Ca -Calcium 916 mg/I
Co -Cobalt 1037 ug/I
Fe -Iron 1045 ug/I
Li -Lithium 1132
Mg -Magnesium 927 mg/1
Mn-Manganese 1055 ug/I
Na-Sodium 929 mg/I
Arsenic:Total 1002 ug/I
Se -Selenium 1147 ug/I
Hg-Mercury 71900 ug/I
Organochlorine Pesticides
Organophosphorus Pesticides
I I Acid Herbicides I
IIBase/ Neutral Extractable Organics�Neutral Extractable Organics
Acid Extractable Organics
rgeable Organics (VOA bottle r_,
Phytoplankton
Sampling Point %
Conductance at 25 C
Water Temperature (C)
D.O. mg/I
pH
Alkalinity
Acidity
Air Temperature (C)
pH 8.3 pH 4.5
pH 4.5 pH 8.3
2
94
10
300 1•
400 1•
82244 431
82243 182242
20
Salinity %
Precipition an/day)
Cloud Cover %
Wind Direction (Deg)
Stream Flow Severity
Turbidity Severity
Wind Velocity M/H
Mean Stream Depth ft.
Stream Width ft.
480
45
132
136
11351
1350
35
64
4

'State of North Carol!_
Department of Envlronment,
Health and Natural- Resources
Division of Environmental Management
' James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
September 13, 1994
�7JL'*
® I=— " "FI
Ln
SEP 2 a PCIA
u+r, ti? ni[ HI Rf SEGTi0ill
Mr. Carroll Hensley Subject: NPDES Permit Application
McDowell County Schools NPDES Permit NO.NC0067130
Post Office Box 130
Marion, NC 28752 Glenwood Elementary School
Dear Mr. Hensley McDowell
County
This is to acknowledge receipt of the following documents- on August 3, 1994:
Application Form
Engineering Proposal (for proposed control facilities),
Request for permit renewal,
Application Processing Fee of $200.00,
Engineering Economics Alternatives Analysis,
Local Government Signoff,
Source Reduction and Recycling,
Interbasin Transfer,
-_ -Other
The items checked below are needed before review can begin:
Application Form ,
Engineering proposal (see attachment),
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Engineering Economics Alternatives Analysis,
Local Government Signoff,.
Source Reduction and Recycling,
Interbasin Transfer,
Other
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 5M recycled/ 10% post -consumer paper
\ V-

If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete.
This application has been assigned to Dana Bolden
(919/733-5083) of our Permits Unit for review. You wiii be advised o any
comments recommendations, questions or other information necessary for the
review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge. If you have any questions regarding this applications,
please contact the review person listed above.
Sincerely,
Coleen H. Sullins, P.E.
CC: Asheville Regional Office

July 19, 1994
Dear Ms. Sullins:
This is a request for a permit renewal for our Glenwood Elementary School.
Attached is all the paperwork necessary to obtain this permit.
Sincerly,
Carroll Hensley
Maintenance Director

NORTH CAROLINA DEPA)ZTMENTOF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
ENVIRONMENTAL MANAGEMENT COMMISSION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE - SHORT FORM D
To be filed only by services, wholesale and retail trade,
and other commercial establishments including vessels
Do not attempt to complete this form without reading the accompanying instructions
Please print or type
1. Name, address, and telephone number of facility producing discharge
A. NameGlenwood Elementary
B. Streetaddress 2419 Old Highway
221 South
C. City Marion
D. State NC
E. County McDowell
F. Z[p 28752
G. Telephone No. 704 738-4220
Area Code
2. SIC (if known)
F-1
'-O
3. Number of employees: 462
'C
%
4. Nature of business: School
t �:� i '•
5. (a) Check here if discharge occurs all year or:
(b) Check the month(s) discharge occurs:
1. January 2. February 3. March
4. ❑ April 5. May
-n
6. June 7. ❑ July 8. ❑ August
9. September 10. October
11. November 12. December.
(c) How many days per week:
1.F]1 2.F—] 2-3 3.74-5
4.F�6-7
6. Types of waste water discharged to surface waters only (check as applicable)
Flow, gallons per operating day
Volume treated before discharging
i.e., 4500 in proper box
(i.e., 85% in pro Der box
Discharge per
0.1-999
1000 -
5000-
10,000 -
50,000
None
0.1-
30-
65-
95 -
operating day
4999
9999
.49,999
or more
29.9
64.9
94.9
100
1
2
3
4
5
6
7
8
9
10
A. Sanitary,
4620
dailyaverage
B. Cooling
water, etc.,
daily average
C. Other
discharge(s),
daily average;
specify
D. Maximum per
opera; day'
for combined
discharge (all
types)

7. If any of the types of waste identified in item 6, either treated or untreated, are discharged to places other
than surface waters, check below as applicable.
Waste water is discharged to:
0.1-999
1)
1000-4999
2
5000-9999
3
10,000-
49,999
4)
50,000 or
more
5)
A. Municipal sewer system
B. Underground well
C. Septic tank
X
D. Evaporation lagoon or pond
E. Other, specify:
8. Number of separate dischae points:
A. © 1 B. 7 2-3 C. ❑ 4-5 D. 0 6 or more
9. Name of receiving water or waters Catawba River
10. Does your discharge contain or is it possible for your discharge to contain one or more of the following
substances added as a result of your operations, activities, or processes: ammonia, cyanide, aluminum,
beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc, phenols, oil and grease, and
chlorine (residual).
A. yes B. O no
I certify that I am familiar with the information contained in the application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
Carroll Hensley
Printed name of Person Signing
Maintenance Supervisor
Title
Date Application Signed
Signature of Applicant
North Carolina General Statute 143-215.6(b)(2) provides that: Any person who knowing] makes any false
statement representation, or certification in any application, record, report, plan, or other document files or
required to be maintained under Article 21' or regulations of the Environmental Management Commission
implementing that Article, or who falsifies, tampers with, or knowly renders inaccurate any recording or
monitoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor
punishable by a fine not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment not more than
5 years, or both for a similar offense.)
.J 1
�o

N so
j juL 2 1 1994.
WATER DUALITY SECTION
ASNEVILLr REGIONAL OFFICE
July 19, 1994
CARROLL HENSLEY
MCDOWELL CO SCH.-GLENWOOD ELE
P 0 BOX 130
MARION, NC 28752
Subject: NPDES PERMIT NO. NC006713O
MCDOWELL COUNTY
Dear Permittee:
The subject permit issued on 8/30/91 expires on 4/30/95. North
Carolina General Statute (NCGS) 143-215.1(c) requires that an
application for permit renewal be filed at least 180 days prior to the
expiration date. As of the date of this letter, the Division of
Environmental Management had not received an application for renewal.
If operation of a discharge or waste treatment facility is to occur
after the permit's expiration date, or if continuation of the permit is
desired, it must not be allowed to expire. A renewal request must be
submitted no later than 180 days prior to the permit's expiration date.
Operation of the waste treatment works or continuation of a discharge
after the expiration date would constitute a violation of NCGS 143-215.1
and could result in assessment of civil penalties of up to $10,000 per
day. If continuation of the permit is desired, failure to request
renewal at least 180 days prior to expiration will result in a civil
assessment of at least $250.00; larger penalties may be assessed
depending upon the delinquency of the request.
A renewal application shall consist of the following information:
1. A letter requesting the renewal.
2. The completed application form (copy attached), signed and
submitted in triplicate, referenced in Title 15 of North Carolina
Administrative Code (15A NCAC) Subchapter 2H .0105(a).
3. A processing fee (see attached schedule) in accordance with 15A
NCAC 2H .0105(b). The application processing fee is based on the
design or permitted flow, whichever is appropriate, listed in the
first categories of facilities.
4. Primary industries listed in Appendix A of Title 40 of the
Code of Federal'Regulations, Part 122 shall also submit a
priority pollutant analysis in accordance with Part 122.21.

5. Facilities which have not been constructed within the last
permit cycle and are therefore, considered "new" facilities,
shall also submit an Engineering Alternatives Analysis,
referenced in 15A NCAC Subchapter 2H .0103 and Subchapter
2B .0201(c).
6. If the facility covered by this permit contains some type of
treatment works, a narrative description of the sludge management
plan must be submitted with the application for the renewal.
In addition to penalities referenced above, a permit renewal
request received after the expiration date will be considered as
a new application and will require the higher application fee.
15A NCAC 2H .0105(b)(2) requires payment of an annual
Administrative and Compliance Monitoring fee for most permitted
facilities. You will be billed separately for that fee (if
applicable), after your permit is approved.
The letter requesting renewal, the completed Permit application,
and appropriate fee should be sent to:
Permits and Engineering Unit
Division of Environmental Management
Post Office Box 29535
Raleigh, North Carolina 27626-0535
The check should be made payable to the North Carolina Department of
Environment, Health, and Natural Resources which may be abbreviated as
DEHNR.
If there are questions or a need for additional information
regarding the permit renewal procedure, please contact me or any
individual in the NPDES Group at telephone number [phone].
Sincerely,
Original Signed By
Coleen !"l. Sullins
Coleen Sullins, P.E.
Supervisor, NPDES Permits Group
cc: ;Ashevill_e4Regonal_Off:ice
Permits and Engineering Unit
Central Files

H Y D R 0 L 0 G I C 1 N C
March 24, 1994
Mr. Roy M.- Davis, Regional Supervisor
NCDEHNR-DEM-WQ
59 Woodfin Place
Asheville, NC 28801
Re: Notice of Violation
Compliance Sampling Inspection
Glenwood Elementary School
NPDES Permit Number NCO067130
McDowell County
Dear Mr. Davis,
The operator of record for this facility until February 4, 1994 was Jeffrey P.
Williamson. Mr. Williamson was released from employment with HydroLogic, Inc. on
February 4 for lack of attention to the operation of facilities.
The inspection was conducted four (4) days after the release of Mr. Williamson as we
were working to correct operational deficiencies. The sand filter is now being cleaned of
grass and sludge -with the sand level so that ponding will not occur. School maintenance
.personnel. have worked on the dosing bell. The dosing of the system is being observed for
proper operation. `
If additional information is required please feel free to contact HydroLogic, Inc., at
704-254-5169.
Sincerely,
Roger C. Edwards
Manager of Operations
cc: Bob Barr
Carroll Hensley
Billy Bridges
Bill Hodge
file
P.O. BOX 18029 /ASHEVILLE, NC 28814 / 122 LYMAN STREET / ASHEVILLE, NC 28801 / [phone] / FAX: [phone] / TOLL FREE:1.800.231-8889

State of North 40--,111ina
Department of Environment,
Health and Natural Resources `
Division of Environmental Management
James B. Hunt, Jr., Governor ® F
Jonathan B, Howes, Secretory _
Nann B. Guthrie, Regional Manager
Asheville Regional Office S
WATER QUALITY SECTION
February 24, 1994
Mr. R. Wayne Silver
Assistant Superintendent
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Subject: Notice of Violation
Compliance Sampling Inspections
Glenwood -Elementary School
Nebo Elementary School
McDowell County
Dear Mr. Silver:
Inspections of the wastewater treatment facilities serving Glenwood
and Nebo Elementary Schools were conducted by Mr. Mike Parker of this
Division's Water Quality Section on February 8, 1994. Copies of the
inspection report are attached to this letter. Comments and
recommendations concerning both facilities are listed below.
Glenwood Elementary School
1. The sand filter was covered with grass and sludge. This material
should be removed and disposed of properly.
2. The sand should be leveled to prevent ponding of the wastewater.
3. Wastewater was trickling into the sand filter continuously instead
of dosing as designed. It appears that the dosing siphons are
operating properly and should be repaired. In discussing this
-situation with Mr. Carroll Hensley, he indicated that the pipe the
dosing siphon sits on was chipped and that it will be repaired
during the next teacher work day.
4. Effluent results indicate compliance with NPDES Permit limits and
are listed on the inspection report.
Interchange Building, 59 Woodfin Place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

R. Wayne Silver
February 24, 1994
Page Two
Nebo Elementary School
1. Leaves, sticks and grass should be removed from the sand filters.
2. Distribution lines were clogged with solids preventing proper
distribution of the wastewater over the sand filters. All lines
should be cleaned.
3. There were no chlorine tablets in the chlorinator; which probably
resulted in the high fecal coliform numbers. The chlorinator should
be checked daily.
4. The wastewater treatment system should be fenced to prevent
unauthorized entry. There was evidence that children had been in
the sand filter.
5..The concrete forming the septic tank is deteriorating badly: A
large
hole has formed on the east side of the septic tank and is large
enough that a small child or animal could pass through. The
integrity of the concrete in the septic tank should be evaluated and
the hole repaired.
6. Sample results indicated violations of NPDES Permit limits for BOD,
fecal coliform and ammonia nitrogen. The sample results are listed
on the inspection report.
It is requested that you respond in writing by March 25, 1994,
outlining the actions you will take to correct these problems.
Should you have questions, please contact Mr. Mike Parker at
704/251-6208.
Sincerely,
ZO-1, Y-V\- ` �,,s
Roy M. Davis, Regional Supervisor
Division of Environmental Management
Enclosure
xc: HydroLogic, Inc.

r
n:!c:U State; -:nvironmental Protection Agency
Washington, D. C. 20460
EPA
Form Approve(!
NPDES Compliance Inspection Re ort
PApproval
°^`i6No.2040-0003
Expires 7-31 -85
Section A: National Data System Coding
Transaction Code NPDES yr/mo/day Inspection Type Inspector c
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Approval Expires 7.31-85
Section A: National Data System Coding
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Section B: Facility Data
Name and Location of Facility Inspected
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Mate of North—arolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B, Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
A74j�e
�El--INR
WATER QUALITY SECTION
February 24, 1994
Mr. R. Wayne Silver
Assistant Superintendent
McDowell County Schools
Post Office Box 130
Marion, North Carolina 28752
Dear Mr. Silver:
� ©d
Subject: Notice of Violation
Compliance Sampling Inspections
JGlenwood Elementary School
V Nebo Elementary School
McD ell County
T
Inspections of the wastewater treatment facilities serving Glenwood
and Nebo Elementary Schools were conducted by Mr. Mike Parker of this
Division's Water Quality Section on February 8, 1994. Copies of the
inspection report are attached to this letter. Comments and
recommendations concerning both facilities are listed below.
Glenwood Elementary School
1. The sand filter was covered with grass and sludge. This material
should be removed and disposed of properly.
2. The sand should be leveled to prevent ponding of the wastewater.
3. Wastewater was trickling into the sand filter continuously instead
of dosing as designed. It appears that the dosing siphons are
operating properly and should be repaired. In discussing this
situation with Mr. Carroll Hensley, he indicated that the pipe the
dosing siphon sits on was chipped and that it will be repaired
during the next teacher work day.
4. Effluent results indicate compliance with NPDES Permit limits and
are listed on the inspection report.
Interchange Building, 59 Woodfin place, Asheville, N.C. 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

R. Wayne Silver
February 24, 1994
Page Two
Nebo Elementary School
1. Leaves, sticks and grass should be removed from the sand filters.
2. Distribution lines were clogged with solids preventing proper
distribution of the wastewater over the sand filters. All lines
should be cleaned.
3. There were no chlorine tablets in the chlorinator; which probably
resulted in the high fecal coliform numbers. The chlorinator should
be checked daily.
4. The wastewater treatment system should be fenced to prevent
unauthorized entry. There was evidence that children had been in
the sand filter.
5. The -concrete forming -the septic tank is deteriorating badly. A'
urge
hole has formed on the east side of the septic tank and is large
enough that a small child or animal could pass through. The
integrity of the concrete in the septic tank should be evaluated and
the hole repaired.
6. Sample results indicated violations of NPDES Permit limits for BOD,
fecal coliform and ammonia nitrogen. The sample results are listed
on the inspection report.
It is requested that you respond in writing by March 25, 1994,
outlining the actions you will take to correct these problems.
Should you have questions, please contact Mr. Mike Parker at
704/251-6208.
Sincerely,
`mot
Roy M. Davis, Regional Supervisor
Division of Environmental Management
Enclosure
xc: HydroLogic, Inc.

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P
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Approval Expires 7-31 -85
Section A: National Data System Coding
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17 1 S lals`J 2�
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Transaction Code NPDES r/mo/day Inspection Tyne Ins
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Name and Location of Facility Inspected
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Washington. D. C. 20160
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Fora -approved
PA NPDES Compliance Inspection t Rep or
OMB No.2040-0003
Section A: National Data System Coding
Approval Expires 7-31.85
Transaction Code NPDES p yr/mo/day Inspection Type Inspector Fac Type
1LJ 51 dn% C I O O / 1'' / Ul 11 122 6210 17 t I t Zp�l
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Section B: Facility Data
Name and Location of Facility Inspected
Entry Time ❑ AM ❑ PM
Permit Effective Date
Exit Time/Date
Permit Expiration Date
Name(s) of On -Site Representative(s)
Title(s)
Phone No(s)
Name, Address of Responsible Official
Title
Phone No.
Contacted
❑ Yes ❑ No
Section C: Areas Evaluated During Inspection
(S = Satisfactory, M = Marginal, U = Unsatisfactory, N = Not Evaluated)
Permit
Records/Reports
Facility Site Review
Flow Measurement
Laboratory -
Effluent/Receiving Waters
Pretreatment
Compliance Schedules
Self -Monitoring Program
Operations & Maintenance
Sludge Disposal
Other:
Section D: Summary of Findings/Comments (Attach additional sheets it necessary)
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P
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Section A: National Data System Coding
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67L 69 7�_j 71u 72u 7, _L 74 7J( I I I I 80
Section B: Facility Data
Name and Location of Facility Inspected
Entry Time ❑ AM ❑ PM
Permit Effective Date
Exit Time/Date
Permit Expiration Date
Name(s) of On -Site Representative(s)
Title(s)
Phone No(s)
Name, Address of Responsible Official
Title
Phone No.
Contacted
❑ Yes ❑ No
Section C: Areas Evaluated During Inspection
(S = Satisfactory, M = Marginal, U = Unsatisfactory, N = Not Evaluated)
Permit
Records/Reports
Facility Site Review
Flow Measurement
Laboratory
Effluent/Receiving Waters
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DIVISION OF�ENV IRON MENTAL MANAGEMENT WATER QUALITY FIELD -LAB FORM (DM1)
COUNTY
PRIORITY
SAMPLE TYPE
RIVER BASIN
A�V
❑AMBIENT ❑ QA
❑ STREAM
� EFFLUENT
REPORT T
ARO RO MRO RRO WaRO WiRO WSRO TS
❑
❑
I
❑
AT BM
O COMPLIANCE CHAIN
LAKE
INFLUENT
Other
OF CUSTODY
❑ EMERGENCY
❑ ESTUARY
Shipped by: Bus Couuriier,� Other
COLLECTOR(S):lG►'�—
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus
Seed: Yes No ❑ . Chlorinated: Yes ❑ N
LOCATION: 61cc ujo nbZ -
Chloride 940 mg/I
Chi a: Tri 32227 ug/I
Chi a: Corr 32209 ug/I
Pheophytin a 32213 ug/I
Color: True 80 Pt -Co
Color:(pH ) 83 ADMI
Color: pH 7.6 82 ADM[
Cyanide 720 mg/I
Fluoride 951 mg/i
Formaldehyde 71880 mg/l
Grease and Oils 556 rug/I
Hardness Total900 mg/I
Specific Cond. 95 uMhos/cm2
MBAS 38260 mg/I
Phenols '32730 ug/I
Sulfate 945 mg/I
Sulfide 745 mg/I
Lab Number: %a33 C'
Date Received: —�- q l Time. 2- 3 0
R.e'd bue C From: Bus-Courie and De
DATA ENTRY BY: S [^ c CK: G ,-i
DATE REPORTED: -IS� / y
P_
NH3 as N 610 mgA
TKN as N 625 mg/I
NO2 plus NO3 as N 630 mg/I
P: Total as P 665 mg/I
PO4 as P 70507 mg/I
P: Dissolved as P 666 mg/I
CdCadmium 1027 ug/I
Cr-Chromium:Total1034 u9/1
Cu-Copper 1042 ug/I
Ni-Nickel 1067 ug/I
Pb-Lead 1051 ugA
Zn-Zinc 1092 ugA
Ag ilver 1077 ugA
AI -Aluminum 1105 ug/I
Be -Beryllium 1012 ug/I
Ca -Calcium 916 m9A
Co -Cobalt 1037 ug/I '
Fe -Iron 1045 ugA
DMI/Revised 10/86