NC0066664_NC0066664_Complete File_20170825_20170825

, e a l
Water- Resources
ENVIRONMENTAL QUALITY
August 25, 2017
Mr. Martin Ballard
Director of Facilities
414 4th Ave W
Hendersonville, NC 28739
ROY COOPER
MICHAEL S. REGAN
Srrrel(n•v
S. JAY ZIMMERMAN
l )lrerlh)r
Subject: Rescission of NPDES Permit NCO066664
Rugby Middle School WWTP
Rescission of NPDES Permit NCO066681
West Henderson High School WWTP
Henderson County
Dear Mr. Ballard:
The Division received your request to rescind the subject permits, and
we do not object to your request. NPDES permits NCO066664 and NCO066681 are
hereby rescinded, effective immediately. This letter is to close the permit
files for the Division, and for your records.
If in the future your school system wishes to discharge wastewater to
the State's surface waters, the County must first apply for and receive
a new NPDES permit.
If you have any questions concerning this matter, please contact Charles H.
Weaver at [phone] or via e-mail [[e-mail]].
in rely,
G
S. Jay Zimmerman,
Director
Division of Water Resources
cc: Central Files
Asheville Regional Office / Tim Heim
NPDES files
Teresa Revis / Budget
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX
httpsJ/deq.ne.gov/about/divisions/water-resources/water-resources-pern its/wastewater-brancb/npdes-wastewater-permits

i
Weaver, Charles
From:
Marcus Jones <[e-mail]>
Sent:
Wednesday, August 23, 2017 10:34 AM
To:
Bo Caldwell; Heim, Tim; John Bryant
Cc:
Davidson, Landon; Weaver, Charles
Subject:
RE: NCO066664 — Rugby Middle School & NC0066681— West Henderson High School
Disconnect Dates
L•R
Per your request below, here are the dates:
April 18- West High
April 19-Rugby
Let me know if y'all need anything else.
Marcus
From: Bo Caldwell [mailto:[e-mail]]
Sent: Tuesday, August 22, 2017 3:53 PM
To: Heim, Tim <[e-mail]>; John Bryant <[e-mail]>; Marcus Jones
<ma [e-mail]>
Cc: Davidson, Landon <[e-mail]>; Weaver, Charles <[e-mail]>
Subject: Re: NC0066664 — Rugby Middle School & NC0066681— West Henderson High School Disconnect Dates
Marcus
Can you provide the information requested by NCDEQ. I have included Mr. Tim Heim's email address in this
message. Thanks.
On Tue, Aug 22, 2017 at 3:48 PM Heim, Tim <Tim.Heimgncdenr.gov> wrote:
Mr. Caldwell,
We completed our field visits to the subject facilities to verify that they have been removed from operation and
connected to municipal sewer.
Can you verify the actual dates the new sewer connections occurred? We need this to clear up some
outstanding (probably incorrect) monitoring report violations.
Regards,
-Tim
i

Tim Heim, P.E.
Environmental Engineer — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4500 office
email: tim.heim(dncdenr.gov
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
itHENDERSON COUNTY
PUBLIC SCHOOLS
So Caldwell
Superintendent
[phone]
il@bo_caHwell L9/HCPSNC
hrcaIdweI I(c�,hcpsnc.or
Be Somebody who makes Everybody feel like a Somebody. " Kid Presidenj
Please consider the environment before printing this e-mail.
All e-mail correspondence to and from this address is subject to the North Carolina Public Records Law, which
may result in monitoring and disclosure to third parties, including law enforcement.
All e-mail correspondence to and from this address is subject to the North Carolina Public Records Law, which may result in
monitoring and disclosure to third parties, including law enforcement.
Spam

North Carolina Department of Environmental Quality
Pat McCrory
Governor
Mr. Martin Ballard
Facilities Director
414 4th Avenue W
Hendersonville, NC 28739
Dear Mr. Ballard:
Donald R. van der Vaart
Secretary
November 3, 2015
Subject: Issuance of NPDES Permit NCO066664
Rugby Middle School WWTP
Henderson County
Class WW-1
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge 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 U.S. Environmental Protection Agency dated October 15, 2007 (or as subsequently
amended).
This final permit includes no major changes from the draft permit sent to you on July 15,
2015.
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 demand is made, this
decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division may
require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain any other Federal, State, or Local governmental permit that may be required. If you
have any questions concerning this permit, please contact Charles Weaver at telephone number (919) 807-
6391.
incer y,
S. Jay Zimmerman, Director
Division of Water Resources
cc: Central Files
Asheville Regional Office
NPDES Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 512 North Salisbury Street, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / http://podal.ncdenr.org/web/wq
An Equal Opportunity/Affirmative Action Employer — 501/o Recycled/101/6 Post Consumer Paper

a
Permit NCO066664
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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, the
Henderson County Public Schools
are hereby authorized to discharge wastewater from a facility located at
Rugby Middle School
3555 Haywood Road
SE of Rugby
Henderson County
to receiving waters designated as Mill Pond Creek in the French Broad 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 -December 1, 2015. -
This permit and authorization to discharge shall expire at midnight on November 30, 2020.
Signed this day November 3, 2015.
S.
Z")
Y.U., Director
Damon of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 6

Permit NC0066664 �►
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer effective.
Therefore, the exclusive authority to operate and discharge from this facility arises under the permit
conditions, requirements, terms, and provisions included herein.
The Henderson County Public Schools are hereby authorized to:
1. Continue to operate an existing 0.015 MGD extended aeration wastewater treatment system with
the following components:
♦ Grease trap
♦ 3 aeration basins w/dual blowers providing diffused air
♦ Clarifier w/skimmer and sludge returns
♦ Aerobic digester'
♦ Tablet chlorinator
♦ Chlorine contact chamber
♦ Tablet dechlorinator
♦ Submerged outfall pipe
This facility is located southeast of Rugby at Rugby Junior High School (3555 Haywood Road) in
Henderson County.
2. Discharge from said treatment works at the location specified on the attached map into Mill Pond
Creek, currently classified WS-IV waters in sub -basin 04-03-02 of the French Broad River Basin.
Page 2 of 6

PART I Permit NCO066664
A. (L) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - DRAFT
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
During the period beginning on the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge from out 001. Such discharges shall be limited and monitored'
by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS LIMITS
MONITORING REQUIREMENTS
Monthly Daily Measurement
Parameter Code Avera a Maximum Frequency
Sample Sample
T e Location
Flow
50050 0.015 MGD
Weekly
Instantaneous Influent or
Effluent
BOD, 5-day (20°C)
30.0 .0 mg/L
45.0 mg/L
Weekly
Grab Effluent
Total Suspended Solids
C0530 30.0 mg/L
45.0 mg/L
Weekly
Grab Effluent
NH3 as N — Summer*
C0610 21.0 mg/L 35 mg/L
2/Month
Grab Effluent
NH3 as N — Winter*
C0610
2/Month
Grab Effiuent
Fecal Coliform (geometric mean)
31616 200/100 ml 400/100 ml
Weekly
Grab Effluent
Total Residual Chlorinez
50060 28 µg2
2/Week
Grab Effluent
Temperature (°C)
00010
Weekly
Grab Effiuent
pH Not < 6.0 nor > 9.0
00400 Standard Units
Weekly
Grab Effluent
*Summer: April 1 — October 31
*Winter: November 1 — March 31
Footnotes:
1. No later. than 270 days from the effective date of this permit, begin submitting discharge monitoring
reports electronically using NC DWR's eDMR application system. See Special Condition A. (2).
_2, _The_Division-shall consider all effluent TRC values reported below 50 4giL to be ---- - — -- - - - -
the permit. However, the Permittee shall continue to record and submit all values compliance
orted by ae with
North Carolina certified laboratory (including field certified), even if these values fall below 50
µme•
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
Page 3 of 6

Permit NCO066664
A. (2.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[G. S. 143-215.1(b)]
Proposed federal regulations require electronic submittal of all discharge monitoring reports (DMRs) and
specify that, if a state does not establish a system to receive such submittals, then permittees must submit DMRs
electronically to the Environmental Protection Agency (EPA).
NOTE: This special condition supplements or supersedes the following sections within Part 11 of this permit
(Standard Conditions for NPDES Permits):
• Section B. (11.)
• Section D. (2.)
• Section D. (6.)
• Section E. (5.)
Signatory Requirements
Reporting
Records Retention
Monitoring Reports
1. Reporting [Supersedes Section D (2) and Section E. (5) (a)1
Beeinnine no later than 270 days from the effective date of this permit the permittee shall begin
reporting discharge monitoring data electronically using the NC DWR's Electronic Discharge Monitoring Report
(eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each month and submitted
electronically using eDMR. The eDMR system allows permitted facilities to enter monitoring data and submit
DMRs electronically using the internet. Until such time that the state's eDMR application is compliant with
EPA's Cross -Media Electronic Reporting Regulation (CROMERR), permittees will be required to submit all
discharge monitoring data to the state electronically using eDMR and will be required to complete the eDMR
submission by printing, signing, and submitting one signed original and a copy of the computer printed eDMR to
the following address:
NC DEQ / DWR / Information Processing Unit
ATTENTION: Central Files / eDMR
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If a permittee is unable to use the eDMR system due to a demonstrated hardship or due to the facility being
Physically located in an area where less than 10 percent of the households have broadband access, then a
temporary waiver from the NPDES electronic reporting requirements may be granted and discharge monitoring
data may be submitted on paper DMR forms (MR 1, 1. 1, 2, 3) or alternative form_ s approved by the Director..
- --Duplicate signed copies -shall be submitted to the mailing address above.
Requests for temporary waivers from the NPDES electronic reporting requirements must be submitted in
writing to the Division for written approval at least sixty (60) days prior to the date the facility would be required
under this permit to begin using eDMR. Temporary waivers shall be valid for twelve (12) months and shall
thereupon expire. At such time, DMRs shall be submitted electronically to the Division unless the permittee re-
applies for and is granted a new temporary waiver by the Division.
Information on eDMR and application for a temporary waiver from the NPDES electronic reporting
requirements is found on the following web page:
http://portal.ncdenr.org/web/wg/admin/bog/i u/p edmr
Page 4 of 6

OUTFALL
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Henderson County Public Schools
Rugby Junior High School
County: Henderson Stream Class: WS-IV
Receiving Stream: Mill Pond Creek Sub -Basin: 04-03-02
Latitude: 35' 22' 30" USGS Quad: Horse Shoe
Longitude: 820 30' 00" HUC#: 06010105
I� \ p ' � •�\L 1 '�f • yJ••r 1 l
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Facility
Location X
(not to scale)
NORTH IF NPDES Permit N00066664
0

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Notice of Intent to Issue a NPDES Wastewater)
Penult
4, 2015
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ASfIEVH .LE
CITIZEN-TTIWS
VOICE OF THE MOUNTAINS • CfTIZEN-TIlN1ES.com
AFFIDAVIT OF PUBLICATION
BUNCOMBE COUNTY
SS.
NORTH CAROLINA
Before the undersigned, a Notary Public of said County and
State, duly commissioned, qualified and authorized by law
to administer oaths, personally appeared Rene Simpson,
who, being first duly sworn, deposes and says: that she is
the Finance Manager of The Asheville Citizen -Times,
engaged in publication of a newspaper known as The
Asheville Citizen -Times, published, issued, and entered as
first class mail in the City of Asheville, in said County and
State; that she is authorized to make this affidavit and
sworn statement; that the notice or other legal
advertisement, a true copy of which is attached hereto, was
published in The Asheville Citizen -Times on the
following date: September 4th 2015. And that the said
newspaper in which said notice, paper, document or legal
advertisement was published was, at the time of each and
every publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of the
General Statues of North Carolina and was a qualified
newspaper within the meaning of Section 1-597 of the
General Statutes of North Carolina.
Signed this 41 day of September, 2015
(si ature of person mating (davit)
Sworn to and subscribed before me the 41h day of
Septghber, 2015—.---, /-"%
C /My Co ssion expires the 5th day of October, 201q
[phone]
[phone] FAX q
14 O. HENRY AVE. I P.O. BOX 2090 1 ASHEVILLE, NC 28802 1 [phone]
air PUP—,,! �C
C)GANWT
F;�jf,+17

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
This form must be completed by Permit Writers for all expedited permits which do not require full
Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile home
parks, etc) that can be administratively renewed with minor changes, but can include facilities with
more complex issues (Special Conditions, 303(d) listed water, toxicity testing, instream monitoring,
compliance concerns).
Basic Information for Expedited Permit Renewals
Permit Writer/Date
Maureen Kinney 7/8/2015
Permit Number
NC0066664
Facility Name
Rugby Middle School WWTP
Basin Name/Sub-basin number
French Broad 04-03-02
RUC #
06010105
Receiving Stream
Mill Pond Creek
Stream Classification in Permit
WS-IV
Does permit need Daily Max NR3 limits?
No
Does permit need TRC limits/language?
Yes No
Does permit have toxicity testing?
Yes No
Does permit have Special Conditions?
Yes No — E-Re ortin
Does permit have instream monitoring?
Yes No
Is the stream impaired (on 303(d) list)? For
whatparameter?
Yes No
Any obvious compliance concerns?
No
Any permit mods since lastpermit?
No
Current expiration date
11/30/2015
New expiration date
11/30/2020
Comments received on Draft Permit?
Please note the following modifications to this draft:
• A requirement to begin reporting discharge monitoring data electronically using the
NC DWR's Electronic Discharge Monitoring Report (eDMR) internet application has
been added to this draft, see Special Condition A. (2.). For information on eDMR,
registering for eDMR and obtaining an eDMR user account, please visit the following
web page: http://portal.ncdenr.org/web/wq/admin/bog/ipu/edmr.

TREv O
I NVIRQ1y`MEN'FAL * MYUNTENANCE * CONSTRUCTION
202011io yard Cap Road
Hendersonvilie, N.C. 28'92
Phone[phone]
Fax [phone]
5/12/15
Permit Renewal Request
Wren Thedford
RECEIVED/DENR/DWR
MAY 282015
Water Quality
Permitting Section
Please find enclosed a permit renewal package for Rugby Middle School
(NPDES permit # NC0066664). There have been no changes or
modifications to this facility since the issuance of the last permit. We
respectfully request this permit to be renewed. We also hope that you find
this package in order.
If we may be of further assistance please do not hesitate to call or
correspond.
Sincerely,
Trevor C. McMinn

<Date>1/Z //J
Point Source Branch
Surface Water Protection Section
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
Subject: Delegation of Signature Authority
Rugby Middle School
NPDES No. NC0066664
To Whom It May Concern:
RECEIVED/DENR/DWR
MAY 282015
Water Quality
Permitting Section
By notice of this letter, I hereby delegate signatory authority to each of the following
individuals for all permit applications, discharge monitoring reports, and other
information relating to the operations at Rugby Middle School as required by all
applicable federal, state, and local environmental agencies specifically with the
requirements for signatory authority as specified in 15A NCAC 2B.0506.
Name Title
Trevor C McMinn Operator in Responsible charge
If you have any questions regarding this letter, please feel free to contact me at 828-697-
4733.
Sincerely,
Martin Ballard
Facilities Director
cc: <Wilmington> Regional Office, Surface Water Protection Section
Technical Assistance and Certification Unit

� 1
NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 1000i6 domestic wastewaters <1.0 MOD
Mail the complete application to:
N. C. DENR / Division of Water Resources / NPDES Program
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit 000066664 I
If you are completing this form in computer use the TAB key or the up - down arrows to move from one
field to the next To check the boxes, click your mouse on top of the box Otherwise, please print or type.
1. Contact Information:
Owner Name Henderson County Public Schools
Facility Name Rugby Middle Schools
Mailing Address 414 4th Ave West
City Hendersonville RECEIVED/DENR/DWR
State / Zip Code NC / 28739
MAY
A o 201C
Telephone Number [phone] J
Mter Quality
Fax Number [phone] Permit ing Section
e-mail Address
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 3555 Haywood Rd
City Hendersonville
State / Zip Code NC 28739
County
Henderson
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility. (Note that this is not
referring to the Operator in Responsible Charge or ORC)
Name Henderson County Public Schools / Mr. Martin Ballard
Mailing Address
414 4t' Ave West
City
Hendersonville
State / Zip Code
NC 28739
Telephone Number
[phone]
Fax Number
[phone]
e-mail Address
PA C 41S �lC, OVO

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater.
Facility Generating Wastewater(check all that applyj:
Industrial
❑
Number of Employees
Commercial
❑
Number of Employees
Residential
❑
Number of Homes
School
®
Number of Students/Staff 893
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
School
Number of persons served: 893
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. OutfaU Information:
Number of separate discharge points 1 only
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
?. Name of receiving stream(s) (NSW applicants: Provide a map shounng the exact location of each
outfallr
Mill Pond Creek
8. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration: _
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
See attached sheet:

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100"/o domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.015 MGD
Annual Average daily flow 0.009 MGD (for the previous 3 years)
Maximum daily flow 0.01 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
NEW APPLICANTS: Provide datafor the parameters listed. Fecal Coliform, Temperature and pH shall be grab
samples, for all other parameters 24-hour composite sampling shall be used. If more than one analysis is reported,
report daily maximum and monthly average. If only one analysis is reported, report as daily maximum.
RENEWAL APPLICANTS: Provide the highest single reading (Daily Maximum) and Monthly Average over
the past 36 months for parameters currently in your permit. Mark other parameters `N/A'.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (SODS)
24
11.8
Mg/1
Fecal Coliform
600
360
Col. / 100m1
Total Suspended Solids
38
24.7
Mg/1
Temperature (Summer)
22
22
Degrees C
Temperature (Winter)
25
22.5
Degrees C
pH
8.0
N/A
S.U.
13. List all permits, construction approvals and/or applications:
Type Permit Number Type Permit Number
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Other
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.
Martin Ballard Facilities Director
Printed name of Person Signing Title
Signature of Applicant Date
North Carolina General Statute 143-215.6 (bX2) states; 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 $25,000, 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 $25,000 or imprisonment not more than 5 years, or both, for a similar offense.)

TREVCO
2020 Howard Cap Road
(,endersonville, NC 28792
Plione [phone]
Fax [phone]
General information:
Facility System Name: Rugby Middle School
Responsible Entity: Henderson County Board of Education
Person in Charge: Martin Ballard
Applicable Permit: NPDES # NC0066664
Description of Treatment Process:
A 0.015 MGD extended aeration wastewater treatment facility consisting of a grease trap, aeration
basins, clarifier, digester, dechlorination basin, tablet chlorination and de -chlorination located at 3555
Haywood Road NC in Henderson County.
Sludge management:
As the need for sludge removal becomes apparent it will be wasted to the digester for where it will be stored
and thickened for cost effective hauling. As the flow increases it may become necessary to increase the
frequency in hauling. Sludge removal will be by Mike's Septic (828-253-2612) a local pump truck
contractor. He will haul the sludge to disposal at the Town of Brevard or MSD in Asheville. All associated
costs of this hauling will be paid by Henderson County Public Schools. Removal and management of this
sludge will be done in a timely manner and in the best interests of the environment and facility operations.
Operator in responsible charge: Date:5/12/15
Tjpvor Cr. McMinn
stir
Owner, Trevco.

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 22, 2010
Mr. Bo Caldwell
Senior Director
Henderson County Public Schools
414 4`h Avenue West
Hendersonville, North Carolina 28739
Subject: NPDES PERMIT ISSUANCE
Permit Number NCO066664
Rugby High School WWTP
Henderson County
Dear Mr. Caldwell:
Dee Freeman
Secretary
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached final NPDES discharge 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 U.S. Environmental Protection Agency dated October 15,
2007 (or as subsequently amended).
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
demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, Coastal Area Management Act, or any other Federal or
Local governmental permits which may be required.
If you have any questions or need additional information, please do not hesitate to contact
Maureen Scardina of my staff at [phone].
Sincerely,
`000c Coleen H. Sullins
Director, Division of Water Quality
cc: Central Files
NPDES Unit Files
Asheville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 North Carol i n a
Internet: http://portal.ncdenr.org/web/wq/home Naturallr�
An Equal Opportunity 1 Affirmative Action Employer

s i
Permit NCO066664 A `
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 provisions 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, the
Henderson County Public Schools
are hereby authorized to discharge wastewater from a facility located at
Rugby Junior High School
3555 Haywood Road
southeast of Rugby
Henderson County
to receiving waters designated as Mill Pond Creek in the French Broad River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, H, III and IV
hereof.
This permit shall become effective December 1, 2010.
This permit and authorization to discharge shall expire at midnight on November 30, 2015.
Signed this day October 22, 2010.
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
4

` Permit NC0066664
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
• permit conditions, requirements, terms, and provisions included herein. '
Henderson County Public Schools are hereby authorized to:
1. Continue to operate an existing 0.015 MGD extended aeration wastewater treatment system with
the following components:
♦ Grease trap
♦ 3 aeration basins w/dual blowers providing diffused air
♦ Clarifier w/skimmer and sludge returns
♦ Aerobic digester
♦ Tablet chlorinator
♦ Chlorine contact chamber
♦ Tablet dechlorinator
♦ Submerged outfall pipe
The facility is located southeast of Rugby at Rugby Junior High School (3555 Haywood Road) in
Henderson County.
2. Discharge from said treatment works at the location specified on the attached map into Mill Pond
Creek, currently classified WS-1V waters in sub -basin 04-03-02 of the French Broad River Basin.

DISCHARGE
LOCATION
f UFB 25, - Kinds Was � r
1314
f . p Mlle q / i !� \`/! / .C•
171
BI"I'LHT lq'r Fi M Br Ch •� 1 7 \ > �•i 7 • / _ _ ~� '`• v-
/. -- �V '\�\ 8
e✓;� F VF�� /"p 5 CN tr
lor-
�`•o � ',// ,�Rd 1-L"� /, ;i24
ce
AK
/
l
, sB , l
✓ a P u d
�� '• I � �• � �� � .tom' .s :ill / '/'// t ��i e �, rw. ,rt��
�2 I 4 �
\B R � 61,•�' i
8 n � � ` �i' �_� .ems•` n \,,1
Henderson Co. Public Schools
Rugby Junior High School
Count v: Henderson Stream Class:
WS-Iv
Receiving Stream: Mill Pond Creek Sub -Basin:
040302
Latitude: 35° 22' 30" Grid ad:
Horse Shoe
Longitude: 82° 30' 00" HUCN:
06010105
Facility
Locationti�x
(not to scale) z'
=uk
NORTH NPDES Permit: NCO066664

' Permit NCO066664
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until expiration, the
Permittee is authorized to discharge from outfall 001. Such discharges shall be limited and monitored
by the Permittee as specified below:
EFFLUENT
LIMITS
MONITORING REQUIREMENTS
CHARACTERISTICS
Monthly
Daily
Measurement
Sample
Sample
-
Parameter Code
Average
Maximum
Frequency
Type
Location
Flow
0.015 MGD
Weekly
Instantaneous
Influent or
Effluent
50050
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
00310
Total Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
00530
NH3 as N - April I — October 31
'
21.0 mg/L
35 mg/L
2/Month
Grab
Effluent
0061.0
NH3 as N - November I — March 31
2/Month
Grab
Effluent
00610
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
31616
Total Residual Chlorine'
28 µg/L
2/Week
Grab
Effluent
50060
Temperature (°C)
Weekly
Grab
Effluent
00010
PH
Not < 6.0 nor > 9.0
Weekly
Grab
Effluent
00400
standard units
Footnote:
1. The Division shall consider all effluent TRC values reported below 50 µg/I to be in compliance
with the permit. However, the Permittee shallcontinue to record and submit all values reported by
a North Carolina certified laboratory (including field certified), even if these values fall below 50
µg/l.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.

A �
CCDEENR
North Carolina Department of Environment and Natural Resources
Division of Environmental Health
Beveriy Eaves Perdue Terry L. Pierce
Governor Director
October 10, 2010
MEMORANDUM
To: Maureen Scardina - Through Jim McRight
NPDES Unit
From: Jim Adams, PE
Regional Engineer
NCDENRPWS
Asheville Regional Office
Subject: Review of Draft NPDES Permit NCO066664
Rugby High School WWTP
Henderson County
Dee Freeman
Secretary
RE ONSE:
Concur with the issuance of this permit provided the facility is operated and maintained property, the
stated effluent limits are met prior to discharge, and the discharge does not contravene the designated
water quality standards.
DConcurs with issuance of the above permit, provided the following conditions are met:
0 Opposes the issuance of the above permit, based on reasons stated below, or attached:
Signed:
Date: 4/%w jD
Public Water Supply Section — Jessica G: Miles, Chief One
Asheville Regional Office aaGut,� //�
NorthfCarohna
2090 U.S. Highway 70. Swannanoa, North Carolina 28778 ?
Phone: [phone]GO 1 FAX: [phone] Internet: ncdrinkingwater.statanc.us j/ y l
An Equal Opporturaly 1 Affirmative Acton Employer

NCDENR/DWQ/NPDES
32002513
Notification of Intent to Issue a NPDES Wastewater
Permit
$367.09
CERTIFICATION OF PUBLICATION
September 7, 2010
1, Jon Brooks, affirming the following under the penalties of
perjury state:
I am employed by Times -News, a subsidiary of the New York
Times Company. Times -News, a daily newspaper of general
circulation printed and published in the city of Hendersonville,
county of Henderson, and state of North Carolina. I hereby
certify that the advertisement annexed hereto was published in
the editions of The Times -News on the following date or dates:
09/05/10
And that the said newspaper in which such notice, paper,
document, or legal advertisement was published was, at the time
of each and every publication, a newspaper meeting all of the
requirements and qualifications of Section 1-597 of the General
Statutes of North Carolina and was a qualified newspaper within
the meaning of Section 1-597 of the General Statutes of North
Carolina.
This 7th day of September, 2010.
(Signed)
Sworn to and subscribed before me, this 7th day of
September, 2010.
1
a r ah 4 QLA_-etiJ Notary Public
Deborah H. Owen
My Commission Expires March 1, 2011
Times -News
A FART OF
The NewYorkTimes
Company
'UBLIC NOTICE
North Carolina
Environmental
Management
Commission/NPDES
Unit 1617 Mail Service
Center
Raleigh, INC
27699-1617
Notice of Intent to
Issue a NPDES
Wastewater Permit
The North Carolina En-
vironmental Manage-
ment Commission pro-
poses to ' issue a
NPDES wastewater dis-
charge permit to the
person(s) listed below.
Written comments re- t
garding the proposed
permit will be accepted
until 30 days after the
publish date of this no-
tice. The Director of the
NC Division of Water
Quality (DWQ) may hold
a public hearing should
there be a significant
degree of public inter-
est. Please mail com-
ments and/or informa-
tion requests to DWQ at
the above address. in-
terested persons may
visit the DWQ at 512 N.
Salisbury Street, Ra-
leigh, NC to review in-
formation on file. Addi-
tional information
on NPDES permits and
this notice may be found
on our website:
ve viw.ncwaterguality.org,
or by calling (919)807-
6304.
„11' uv��a, �.��1,��� -,�,� caw]
1717 Four Seasons Blvd. • Hendersonville, NC 28792
P. O. Box 490 • Hendersonville, NC 28793
828/692-0505 • FAX [phone] • 828/693-5581
www.hendersonvillenews.com

The Etonvah Sewer
Company requested re-
newal of permit
Kanuga Conferences
NCO071323 for its
Inc., P.O. Box 250,
WWTP in Henderson
Hendersonville, NC
County; this permitted
28793 requested re-
discharge is treated
• newal of permit
wastewater to the
: NCO024431 for Kanuga
French Broad River
Episcopal Center in
within the French Broad
Henderson County; this
River Basin.
permitted facility dis-
charges 0.035 MGD of
Henry K. Odom re-
treated wastewater to
quested renewal of
• Little Mud Creek,
NPDES permit
French Broad River
NCO071862 for the
Basin.
Magnolia Place MHP
WWTP in Henderson
Camp Judaea Inc.
County; this permitted
requested renewal of
discharge . is treated
permit NCO033430 for
domestic wastewater to
Camp Judaea WWTP,
Clear Creek in the
Henderson County; this
French Broad River Ba-
permitted facility dis'
sin..
charges treated waste-
water to Henderson
Dana -Hill Corporation
Creek, French Broad
requested renewal of
River Basin.
permit NCO073393 for
its WWTP in Henderson
Bon Worth, Inc. request-
County; this permitted
ed renewal of NPDES
discharge is treated
permit NCO037176 for
domestic wastewater to
its WWTP in Henderson
an unnamed tributary to
County. Facility. dis-
Devils Fork in the
charges treated domes-
French Broad River
tic wastewater to Allen
Basin.
Branch/French Broad
River Basin. Currently
Champion Hills POA
fecal coliform and total
requested renewal of
residual chlorine are
permit NCO087106 for
water quality limited. _
Champion Hills WWTP
Henderson County Pub-
in Henderson County.
lic Schools requested
Facility discharges
renewal of permit
treated wastewater to
NCO066664 for Rugby
an unnamed tributary to
Junior High School
South Fork Big Willow
Creek / French Broad
WWTP in Henderson
County; this permitted
River Basin. Currently
discharge is treated
ammonia nitrogen, dis-
fecal
wastewater to Mill Pond
Creek, French Broad
solved oxygen,
coliform, and total re -
River Basin.
sidual chlorine are water
quality limited.
Veolia Water North
America Operating Ser-
Carolyn F. Edmunson
vices requested renewal
requested renewal of
of permit NCO067288
permit NCO066249 for
for the Hunter's Glen
Country Acres Mobile
Subdivision WWTP in
Home Park WWTP in
Henderson County; This
Henderson County; this
permitted discharge Is
permitted facility dis-
treated domestic
charges 0.006 MGD
wastewater to, Shaw
treated wastewater
Creek in the French
to McDowell Creek,
Broad River Basin.
French Broad River
Basin.
( 9/5 )
N000057302

Scardina, Maureen
From: Frazier, Wanda
Sent: Monday, August 30, 2010 3:53 PM
To: Scardina, Maureen
Cc: Haynes, Keith; Reid, Steve; Pugh, James L.; Edwards, Roger
Subject: RE: DRAFT Permits: NCO033430 I NCO024431
Attachments: DRAFT Permit NC0066664_2010.pdf; NCO066664 6-3-10pdf.pdf; 66664 a cover page
2010.doc
Hi Maureen,
I met with the contract operator and did a sampling inspection at this facility on 6-3-10.
Everything looked good. Attached is that inspection report.
Here's what I would suggest.
Supplement to permit cover page: (see attachment)
Continue to operate 0.015 MGD extended aeration concrete package plant
with: grease trap; 3 aeration basins with dual blowers providing diffused
air; clarifier with skimmer and sludge returns; aerobic digester; tablet
chlorinator; chlorine contact chamber; tablet dechlorinator; and
submerged outfall pipe.
feel that everything else in the attached documents is accurate.
ARO recommends renewal of these permits.
Is this email sufficient?
Let me know if you have questions or comments.
Thanks,
Wanda
Wanda Frazier
Email: [e-mail]
North Carolina Department of
Environment and Natural Resources
Asheville Regional Office
Division of Water Quality
1

Facilitv information
NPDES permit #:
NC0066664 Henderson County
Facility name:
Henderson County Public Schools —
Rugby Middle School WWTP
WWTP class:
II
WWTP type:
0.015 MGD extended aeration concrete package
plant with: grease trap; 3 aeration basins with
dual blowers providing diffused air; clarifier with
skimmer and sludge returns; aerobic digester;
tablet chlorinator; chlorine contact chamber;
tablet dechlorinator; and submerged outfall pipe.
Annual Average Flow:
0.009 MGD (2007-2010 -- 3 year average)
Facility:
Middle School with 981 students and staff.
Sludge Management:
Commercial hauler (Mike's Septic Service) to
MSD of Buncombe County.
WWTP location:
3555 Haywood Read; southeast of Rugby
Responsible official:
Martin Ballard
Responsible "'s title:
Director; Facilities Management
Official's location:
414 Forth Avenue West; (main office)
Hendersonville, NC 28739
Note:
Bo Caldwell is Director of Personnel as of 2010.
Jack Robertson retired 3 years ago.
Phone numbers
828-697-4992 Martin Ballard — Director, Facilities Management
828-697-4738 " — fax
828-697-4992 Maintenance Shop — Gene (Linda Patterson)
@ 246 Education Drive; Flat Rock 28731
(off of Upward Rd.)
Operator information
Certified ORC & grade: Trevor McMinn — Grade II — Cert. # 15084
Certified Back-up ORC: Mark Jones — Grade II — Cert #
Permit information
Date issued: 12-1-2005
Expiration date: 11-30-2010 (appl. rcvd. 5-5-10)

Stream information
Stream & river basin:
Sub -basin:
Quad:
Grid:
Stream classification:
Drainage area sq mi:
Instream Waste Conc.:
Average stream flow:
Summer 7Q10 cfs:
Winter 7Q10 cfs:
Other:
Mill Pond Creek; French Broad River Basin
04-03-02
Horse Shoe
F8SE
WS-IV
1.3
3.7%
2.6 cfs
0.6
0.7
Directions:. From the intersection of NC Hwy 80 and NC Hwy
191 in Mills River, go south on NC Hwy 191
(Haywood Road) for 3.8 miles to the entrance to
the school, on the right. The WWTP and
discharge point is located in front of the school.
The effluent pipe is submerged.

M
THE Y CO
ENV1I?OltiiMENT.AL'" MAINTENANCE * CONSTRUCTION
2020 Howard Cap Road
Hendmimville. N.C. 24,92
Phone(828}{91-7191
Fax [phone]
424/10
Permit Renewal Request
Mrs. Dina Sprinkle
o
Please find enclosed a permit renewal package for Rugby Middle School (NPDES permit
# NC0066664). There have been no changes or modifications to this facility since the
issuance of the last permit. We respectfully request this permit to be renewed. We also
hope that you find this package in order.
If we may be of further assistance please do not hesitate to call or correspond.
ly,
S' re
- :( ft,,-L
Trevor C. McMinn

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 1000/6 domestic wastewaters <1_0 MGiD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit OFCW66664
If you are completing this form in computer use the TAB key or the up - dourn arrows to move from one
field to the next. To check the boxes, click your mouse on top of the box. Otherwise, please print or type.
1. Contact Information:
Owner Name
Henderson County Public Schools
Facility Name
Rugby Middle School
Mailing Address
414 4th Ave West
City
Hendersonville
State / Zip Code
NC 28739
Telephone Number
[phone]
Fax Number
[phone]
e-mail Address
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 3555 Haywood Rd.
City Hendersonville
State / Zip Code NC 28739
County Henderson
3. Operator Information:
Name of the firm, public organization or other entity that operates the facility
referring to the Operator in Responsible Charge or ORC)
Name Henderson County Public Schools / Mr. Bo Caldwell
Mailing Address 414 4th Ave West
City Hendersonville
State / Zip Code NC 28739
Telephone Number [phone]
Fax Number [phone]
(Note that this is not

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
4. Description of wastewater:
Facility Generating Wastewater(check all that applyj:
Industrial
❑
Number of Employees
Commercial
❑
Number of Employees
Residential
❑
Number of Homes
School
®
Number of Students/Staff 98 1
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Public school
Population served:
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1 only
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (Provide a map showing the exact location of each outfallj.
Mill Pond Creek
S. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: 7 Duration:
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
See attached Sheet

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 1001/6 domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.015 MGD
Annual Average daily flow 0.009 MGD (for the previous 3 years)
Maximum daily flow 0.012 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
Provide data. for the parameters listed. Fecal Cohform, Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used.. If more than one analysis is reported, report daily maximum
and monthly average. If ordy one analysis is reported, report as daily maaa»ucm.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BODS)
16.5
8.4
Mg/L
Fecal Colifoim
5
2
# / 100 ML
Total Suspended Solids
21.3
12.0
Mg/L
Temperature (Summer)
23
20
Degrees C
Temperature (Winter)
5
3
Degrees C
pH
7
6.5
Standard Units
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
NESHAPS (CAA)
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
Other
Permit Number
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.
ted name of erson Signing Title
North Carolina General Statute U3-215.6 (bX2) states: 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 $25,000, 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 $25,000 or imprisonment not more than 5 years, or bath, for a similar offense.)

1�f
2020 Howard Gap Road
Hendersonville. N-C. 28792
Nione [phone]
ix (828)696-897l
July 1, 2009
Signatory Authority / Authorized Representative
For the purpose of this permit renewal and monthly DMR's (Signatory authority on file per 15ANCAC
8A.0202(b)(5xB) with DEM Central files) for the Rugby Middle School: NPDES#NC0066664 evidenced
by the signatures below.
Authorized signature:
Trevor McMinn
6�"- Vwt�
(((Operator in Responsible Charge
Authorizing Permitee
Bo Caldwell
Date: y�2t li..•

TREVCO
2020 1IoNvard Cali Road
Hendersotiville_ NC 28792
Phone[phone]
Fay; [phone]
Sludge Management and Treatment Description
Mr. Bo Caldwell,
Trevco and Operator in Responsible Charge, Trevor McMinn (cert_#15084) are providing these reports
assist with the permit renewal package.
General information:
Facility System Name: Rugby Middle School
Responsible Entity: Henderson County Board of Education
Person in Charge: Bo Caldwell
Applicable Permit: NPDES # NCO066664
Description of Treatment Process:
A 0.015 MGD extended aeration wastewater treatment facility consisting of a grease trap, aeration
basins, clarifier, digester, dechlorination basin, tablet chlorination and de -chlorination located at 3555
Haywood Road NC in Henderson County.
Sludge Management:
Solids will be maintained in the plant at not greater than 6011/a. Excess sludge will be wasted to the digester
and thickened for cost effective hauling. Hauling will be by Mike's Septic (a local contractor) to the MSD
facility in Buncombe County for proper disposal. All associated costs of the pumping will be paid by
Henderson County Public Schools.
One load of sludge was removed from the septic tanks before school started to return sludge to a
manageable level.
Notification: This report will be mailed to Henderson County Public Schools to the attention of Mr. Bo
Caldwell and to Mrs. Dina Sprinkle at NCDENR / DWQ / Point Source Branch in Raleigh, NC.
Conclusion: The Rugby waste treatment facility is well designed considering its age. Every one involved at
Henderson County Public Schools should be commended for the care and management of this facility and
the environment.
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.
Operator in responsible charge:
Trq r C. McMinn
�C /4-%' 'er, Trevco.
Date: q AJ3 Its

FACT SHEET FOR EXPEDITED PERMIT RENEWALS
This form must be completed by Permit Writers for all expedited permits which do not require
full Fact Sheets. Expedited permits are generally simple 100% domestics (e.g., schools, mobile
home parks, etc) that can be administratively renewed with minor changes, but can include
facilities with more complex issues (Special Conditions, 303(d) listed water, toxicity testing,
instream monitoring, compliance concerns).
Basic Information for Expedited Permit Renewals
Permit Writer/Date
Moutreeyl g 1
Permit Number
CDO
Facility Name
:n
Basin Name/Sub-basin number
RAAA
Oil—C,3
Receiving Stream
M i' 1
c k—
Stream Classification in Permit
� ' S— I
Does permit need Daily Max NH3 limits?
Ne
Does permit need TRC limi an a e.
No
If Yes, add TRC language below
Does permit have toxicity testing?
If Yes, attach tox data summary
Does permit have Special Conditions?
-Ye<1W
Ye o
If Yes, discuss with Supervisor
Does permit have instream monitoring?
Ye
If Yes, attach data summary
Is the stream impaired (on 303(d) list)? For
whatparameter?
Ye
If Yes, add 303(d) language below
An obvious compliance concerns?
Attach BIMS Report; discuss with Re 'on
Any permit mods since lastpermit?
N 0
Current expiration date
New expiration date
Comments received on Draft Permit?
Ye No If Yes, discuss response with
Supervisor
Most Commonly Used Expedited Language:
• 303(d) language for Draft/Final Cover Letters: "Please note that the receiving stream
is listed as an impaired waterbody on the North Carolina 303(d) Impaired Waters List.
Addressing impaired waters is a high priority with the Division, and instream data will
continue to be evaluated. If there is noncompliance with permitted effluent limits and
stream impairment can be attributed to your facility, then mitigative measures may be
required".
TRC language for Compliance Level for Cover Letters/Effluent Sheet Footnote:
"The facility shall report all effluent TRC values reported by a NC certified laboratory
including field certified. However, effluent values below 50 ug/1 will be treated as zero
for compliance purposes."
BIMS Compliance Download: Queries>Reports>Violations>Monitor Report Violations>Limit
Violations for Past 3 Years
Reminder: Permits that are not subject to expedited renewal include the following: 1) Major
Facility (municipal/industrial); 2) Minor Municipals with pretreatment program; 3)
Minor Industrials subject to Fed Effluent Guidelines (lb/day limits for BOD, TSS, etc); 4)
Limits based on reasonable potential analysis (metals, GW remediation organics); 5)
Permitted flow > 0.5 MGD (requires full Fact Sheet); 6) permits determined by Supervisor to be
outside expedited process.
Note: This sheet is located on NPDES Server/CurrentVersions/Expedited Fact Sheet May2010

�OF WAT�c,QQ
O G
o
� r
7
Michael F. Easley, Governor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Q 7 Alan W. Klimek, P.E., Director
Division of Water Quality
November 14, 2005
Mr. Jack Robertson
Henderson County Public Schools
414 4`h Avenue West
Hendersonville, North Carolina 28739
Subject: NPDES PERMIT ISSUANCE
Permit Number NCO066604
Rugby Junior High School
Henderson County
Dear Mr. Robertson:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached final NPDES discharge 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 U.S. Environmental Protection
Agency dated May 9, 1994 (or as subsequently amended).
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 demand is made, this permit shall be final and binding.
Please take notice that this permit is not transferable. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, Coastal Area Management Act, or any other
Federal or Local governmental permits which may be required.
If you have any questions or need additional information, please do not hesitate to contact
Maureen Crawford of my staff at [phone], extension 538.
Sincerely,
r
Alan W. Klimek, P.E.
Director, Division of Water Quality
cc: Central Files
NPDES Unit Files
Asheville Regional Office
1617 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1617 - TELEPHONE [phone]/FAX [phone]
VISIT US ON THE WEB AT http://h2o.enr.state.nc.us/NPDES

4
Permit NCO066664
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 provisions 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,
Henderson County Public Schools
is hereby authorized to discharge wastewater from a facility located at the
Rugby Junior High School
3555 Haywood Road
southeast of Rugby
Henderson County
to receiving waters designated as Mill Pond Creek in the French Broad River Basin in accordance with
effluent limitations, monitoring requirements, and other conditions set forth in Parts I, H, III and IV
hereof.
This permit shall become effective December 1, 2005.
This permit and authorization to discharge shall expire at midnight on November 30, 2010.
Signed this day November 14, 2005.
r Alan W. Klimek, P.E., Dir ctor
Division of Water Quality
By Authority of the Environmental Management Commission

ELI
Permit NC0066664
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked, and as of this issuance, any previously issued permit bearing this number is no longer
effective. Therefore, the exclusive authority to operate and discharge from this facility arises under the
permit conditions, requirements, terms, and provisions included herein.
Henderson County Public Schools is hereby authorized to:
1. Continue to operate an existing 0.015 MGD extended aeration wastewater treatment system with
the following components:
♦ Grease trap
♦ Aeration basins
♦ Clarifier
♦ Sludge holding basin
♦ Tablet chlorinator
♦ Chlorine contact basin
♦ Tablet dechlorinator
♦ Declorination basin
The facility is located southeast of Rugby at Rugby Junior High School at 3555 Haywood Road in
Henderson County.
2. Discharge from said treatment works at the location specified on the attached map into Mill Pond
Creek, classified WS-1V waters in the French Broad River Basin.

•ti �:� ^\ _ DISCHARGE �� �` � �'! k j
tA
LOCATION (� ,
ridge
/v
71 4 Ch Bro
IHT lqi _ ICh � � _ ill �� t � r - � �> C.n ��L 1 •�
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7} '�(�
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ti
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��� - �� t �` ;�� 1 --)�'. •-f� � .� � .'�F�a j � • _ � 11 / � :i t J'_ 1 \ \� '--.`ate �Ete ��C,.? ��,"\� �l � ('�� '�'--'� �v s ';`.
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Henderson Co. Public Schools
Rugby Junior High School
County: Henderson Stream Class: WS-N
Receiving Stream: Mill Pond Creek Sub -Basin: 040302
Latitude: 35° 22' 30" Grid/Quad: Horse Shoe
Longitude: 82° 30' 00"
Facility .N
Location
(not to scale)
NORTH NPDES Permit No. NCO066664

Permit NCO066664
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning December 1, 2005 and lasting until expiration, the Permittee is authorized to
discharge from outfall 001. Such discharges shall be limited and monitored by the Permittee as specified
below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Daily
Maximum
Measurement
Frequency
Sample
Type
Sample Location
Flow
0.015 MGD
Weekly
Instantaneous
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NH3 as N
(April 1— October 31
21.0 mg/L
35 mg/L
2/Month
Grab
Effluent
NH3 as N
(November 1— March 31
2/Month
Grab
Effluent
Fecal Coliform(geometric
mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
Temperature (°C)
Weekly
Grab
Effluent
pg
Weekly
Grab
Effluent
Footnotes:
1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.

STATE OF NORTH CAROLINA
DEPARTMkgT OF ENVIRONMENT
AND NATURAL RESOURCES
Division of Environmental Health
Public Water Supply Section
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Terry L. Pierce, Director
Jessica G. Miles, Section Chief
MEMORANDUM
TO: Ms. Maureen Crawford
Discharge Permits Unit
Division of Water Quality
FROM: Jessica G. Miles, P.E., C.P.M., Chief
Public Water Supply Section
DATE: October 4, 2005
NCDENR
SUBJECT: Draft National Pollutant Discharge
Elimination System Permit — NPDES # NCO066664
Intent to Issue in Henderson County
Henderson County Public Schools/Rugby Junior High School WWTP
Reference is made to the above -mentioned Draft National Pollutant Discharge Elimination System
Permit. We have reviewed the permit information and determined the proposed discharge will not
adversely affect water quality upstream of any existing or know proposed public water supply intake.
We concur with the issuance of these permits provided the facilities are operated and maintained properly,
the stated effluent limits are met prior to discharge, and the discharge does not contravene the designated
water quality standards.
If we can be of further assistance, please contact us.
JBM/crm
None
rthCarohna
Nahmailm
1634 Mail Service Center, Raleigh, North Carolina 27699-1634 ♦ Telephone: [phone]
Main Fax: [phone] ♦ Lab Forms Fax: [phone] ♦ Internet: http://nedrinkingwater.state.nc.us/
Ali Equal Opportunity Affirmative Action Employe. - 50 Recycled \ 10 % Post Consumer Paper

PUBLIC NOTICE
STATE OF � �� �
NORTH CAROLINA
ENVIRONMENTAL Henderson' County Hob
MANAGEMENT lic Schools,.° 3600
COMMISSION/ wood Road Henderson
." pIPpESVNIT ville a North Carolm
1617 MAiL'SERVICE ' ' has applied for ren emi
"CENTER
RALEIGH, NC NCOD66661D for itsTWes
w:^276gq 1617 Henderson ,Highs-Schoo
NOTIFICATION OF ' WWTP. r., in'' Henderso
INTENT -TO NPDESSUE facility' Count.This' discharge
WASTEWATER , . treated wastewater
Road ten th
AFFIDAVIT OF PUBLICATION
FERMI ; x French Broad River Bo
On the bast ",pf tharou9, sin. Currently, r
staff revIe -and .appli and 'ammonia nitroge.
cation �qf hIC genera are water•• quality lim
Statute 143.21: Pubit ited. - This - dischare
low ,; q2 Soo :rand may affect future all
othe rations In this ion o
BUNCOMBE COUNTY
lawful Standards -`'.an Port
regulalons, the : Nort the watershed. ; x SS.
En
Carolina vironmen ". rlo
tai .'Management Com Dana
Hill Corpoat+''NORTH CAROLINA
saesi Na It oval Pollutan of spermii NC007. fo
Tp in He
Discharge Ellmt ES . Coun y- This Permltt
System dischorg
wastewater 'dlschars fotmtY Before the undersigned, allotary-Public of said
permit to the persons treatednamede taributct
listed' below effective• on,t
days '-from -.the Publls tar:,
dvils Fork
River Bc County and State, duly commissioned, qualified and
date of this notice ,
sin i Currently BOD'
authorized by law to administer oaths, personally
Written cofiimenis : r Cal�co� form. and tots
garding the •ProP residual chlorine ar appeared Darryl Rhymes, who, being first duly
until It wilt: accept
until 30 days otter. n water •charQuality -limited 11
publish date of this.
This, discharge may of
ti ved Prill or to a in�thi5 Lure all allocation
Sworn, deposes and says: that he is the Legal
are considered m the f1 , French Brood River Ba Billing Clerk of The Asheville Citizen -Times,
not determinations r sin.g; AFT engaged in publication of a newspaper known as
gardin9 the Pro
permit. The Director o fhNizpah Healthcare Inc P
the N Iffy Division of
de d of Permit NCD0741e10' fo „The Asheville Citizen -Times, published, issued,
to hold a Public meets. itisTPMountain J •Vie
for the proposed pe in 'Hen
for and entered as second class mail in the City of
should the, Division re County This4Permitt
chive' a significant facility • _ discharge Asheville, in said County and State; that he is
9ree of Public interest. antUnnamedeTritwtat
authorized to make this affidavit and sworn
Copies of the draft Per to -; Featherstone , Cree
mit la Br-
and rnat on go�a frt RivertsBasinn�Currenn statement; that the. notice or other legal
ins in r.
used .'determine con ; BOD.� ammonia slits advertisement, a true copy of which is attached
ditions Present m th gen fecal 'dUatiforchlorn
draft permit are. avail ,total hereto, was published in The Asheville Citizen -
able uparF request an are vvaThisgO dischorg
payment io tree casts Ma Times on the following date: September 30, 2005
rear
u�a d/orM request May-- thisutPortio it
for : nformation to th the French. Broad Rive paper in which said notice, paper, document or legal
NC Division of Ware Basin "�• �; ';}
Quality cratcii t`wP� Henderson".cau"ri unr B- advertisement were published were, at the time of
Source Branch at (919 ties has,- applied for r•
�3_5083, ext 52o or 363 newalof cern'i ;Meach and every publication, a newspaper meeting all
Please include th NC0086070 -,-,for Aco em
' NPDES permit numbe Justice
(attached)
n Interco County. This; cer ers of the requirements and qualifications of Section -
1 persons Ri. _. also vis; Ifacility discharge 597 of the General Statues of North Carolina and
the Division of Wate treated. wastewater t
Quality at-512,N. Sati I Lewis Creek - in th was a qualified newspaper within the meaning of
burv; Street, "Raleigh French Broad River Ba,
NC; i76044 148 :,.betwee sin. Currently BOD, am
tt! er 8 rfrwtiy4 Mania
niar -nitr Total t� Section 1-597 of the General Statues of North
�on le - ual chlorine are .wote Carolina.
i r - quality A- IlmitetL. tThi
Came +t �� tlut reraliacat ons inff hi
Camp`' Signed this 3rd, October 2 05
Hendersonville yoN portion of French Brag
Carofnn 28734Flas' a River Basin '
plied' fas �renewairmt SKF USAF Inc `lilt
NCO033S4'30 for its Cum Adams 'Ave �fVorris
P in Hen .ta PA 14�3f has a
I der�son:'' NC unfy: T pit for s renewolmii
fitted srfacilitvs NPDE5 -+
charges freatect NC0086088 for Gime (Signature of per n making affid )
I N to t he ergo Site w; n, r Coun
water,;min *tom. fen iv This permitted fa
grpaiver 8w1Cur c111ty discharges treat
�eatlY IrBOO ^ -am ed'. groundwater to th
mania= CB01erriare ti Ffe^bh`g�codkR.,in Bn Sworn to and subscribed before me the 3rd day of
[urrentIY.:TSS or October 2005
vater.._. quaniy, ,m„ .,
phis discharge: may of
ect futureallocations 1
i
his; porton of th
French; Broad River 00
September 30, 2005 (Nora blic)
(1se9i My Commission expires the 3rd day
2008.
ifl
Lions in th
watershe

James & James Environmental Management, Inc.
814-B Kanaga St., Hendersonville, N. C. 28739
OFFICE: [phone] FAX: [phone]
June 10, 2004
N. C. Department of Environment and Natural Resources
Division of Water Quality/NPDES Unit
1617 Mail Service Center
Raleigh, N. C. 27699-1617
To Whom It May Concern:
� JUN 1 5 2004
DENR - WATER QUALITY
POINT SOURCE BRANCH
James and James Environmental Mgt., Inc. uses the services of Mike's Septic Tank Service, Inc. to
remove and dispose of solids from Rugy Middle School, NPDES #NC0066664. Mike's is permited to
dump at the Brevard Wastewater Treatment Plant and at Asheville MSD. This facility is pumped as
needed.
Sincerely
J a James
James and James Environmental Mgt., Inc.

NPDES APPLICATION FOR PERMIT RENEWAL- SHORT FORM D
To be filed only by privately -owned dischargers of 100% 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
http://h2o.ear.state.nc.us/NPDES/
North Carolina NPDES Permit Number INCOO (o
Please print or type
I. Contact Information:
Facility Name
Owner Name
Street Address
City
State / Zip Code
Telephone Number
Fax Number
e-mail Address
Operator Name
Street Address
City
State / Zip Code
County
Telephone Number
2. Location of facility p
Check here if same as
Facility Name of different from above)
Street Address or State Road
City
State / Zip Code
County
3. Reason for application:
Expansion/Modification * Existing Unpermitted Discharge
Renewal New Facility
* Please provide a description of the expansion/modification:
Page 1 of 3 Version 12102

NPDES APPLICATION FUR PERMIT RENEWAL SHORT FORM D
To be filed only by privately -owned dischargers of 100% domestic wastewater (<1 MCD flow)
4. Description of the existing treatment facilities (Ust all installed components with
capacities):
5. Description of wastewater (check all that apply):
Type of Facility Generating Wastewater
Industrial
Commercial
Residential
School
Other
Number of Employees
Number of Employees
Number of Homes
Number of Students/Staff
Describe the source(s) of wastewater (example: subdivision, mobile home park, etc.):
6. List all permits, construction approvals and/or applications (check all that apply):
Ty�e Permit Number
TQe
RCRA
Non -Attainment
UIC
Ocean Dumping
NPDES AA! (5bW a(o(o 4'
Dredge/Fill Permits
PSD
Other
NESHAPS
Permit Number
7. Number of separate wastewater discharge pipes (wastewater outfalls):
one
S. If the facility has multiple discharge outfalls, record the source(s) of wastewater for each
outfall:
Page 2 of 3 Version 12102

NPDES APPLICATION FOR PERMIT RENEWAL— SHORT FORM D
To be filed only by privately -owned dischargers of 100% domestic wastewater (< 1 MCD flow)
9. name of receiving stream(s) (Provide a map showing the exact location of each outfall):
�'l ' I I 1 o hJ. Cye e-K
10. Is this facility located on Native American lands? (check one)
YES ❑ NO VN
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.
JEFa=EA-I A, 796-ADwIAJ
Printed Name of Person Signing
/�SS�Si7�NT a�NGtPr'�t_
Title
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 of monitoring device or method required to be operated or maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, shah 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 3 of 3 Version 121V2

FACT SHEET FOR EXPEDITED RENEWAL
Permit Number
00 62 (o
Facility Name
Reviewer
Basin/Sub-basin
40 30
Receiving Stream
Stream Classification in permit
C,
Stream Classification in BIMS
z
^�
Is the stream impaired (listed on 303(d))?
Is stream monitoring required?
IV O
Do they need NH3 limit(s)?
Do they need TRC limit(s)?
Do they have whole -effluent toxicity testing?
o
Are there special conditions?
0
Existing Expiration Date
j 30 5'
Proposed Expiration Date
Miscellaneous Comments:
1-;,� Lit
�. -
F
If expedited, is this simpler permit or a more difficult one?
0 =I

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, P.E., Director
December 8, 2000
Mr. David L. Jones
Henderson County Public Schools
414 4`" Avenue West
Hendersonville, North Carolina 28939
e��
NCDENR
Subject: NPDES Permit Error Correction
Permit No. NCO066664
Rugby Jr. High School WWTP
Henderson County
Dear Mr. Jones:
The Division of Water Quality (DWQ) has found typographical errors in the map for the NPDES
permit issued to you on November 8, 2000. Please find enclosed the revised permit page. The revised
page should be inserted into your permit. The old page may then be discarded. All other terms and
conditions contained in the original permit remain unchanged and in full effect. This permit
modification is issued under the requirements of North Carolina General Statutes 143-215.1 and the
Memorandum of Agreement between North Carolina and the U. S. Environmental Protection Agency.
If any parts, measurement frequencies or sampling requirements contained in this permit modification
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 a written petition conforming to Chapter
150B of the North Carolina General Statutes, filed with the Office of Administrative Hearings (6714
Mail Service Center, Raleigh, North Carolina 27699-6714). Unless such demand is made, this decision
shall be final and binding.
If you have any questions concerning this permit modification, please contact Christie Jackson at (919)
733-5083, extension 538.
cc: Central Files
Sincerely,
3 T. Stevens
Asheville Regional Office, Water Quality Section
NPDES Unit, Permit File
Point Source Compliance/Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone]/FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

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Facility Information
Facility
Latitude:
3522'30" Sub -Basin: 04-03-02
Location
Lo2>Qitude:
&W 00"
Quad Name:
Ho2se Shoe
Sbwn Class:
Receiving Sty
C
MW Pond Creek
Rugby High School
North
C
NCW66664
Henderson County

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
N
November 8. 2000
Mr. David L. Jones
Henderson County Public Schools
414 4th Avenue West
Hendersonville, North Carolina 28939
1 � •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Issuance of NPDES Permit NCO066664
Rugby Jr. High School WWTP
Henderson County
Dear Mr. Jones:
Division personnel have reviewed and approved your application for renewal of the subject
permit. Accordingly, we are forwarding the attached NPDES discharge 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 U.S. Environmental Protection
Agency dated May 9, 1994 (or as subsequently amended).
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 demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
may require modification or revocation and reissuance of the permit. This permit does not affect
the legal requirements to obtain other permits which may be required by the Division of Water
Quality or permits required by the Division of Land Resources, the 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 Christie Jackson at telephone
number [phone], extension 538.
Sincerely,
Original Signed By
David A. Goodrich
Kerr T. Stevens
cc: Central Files
fAsheville Regional Office/Water Quality Section
`"it
Point Source Compliance Enforcement Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer VISIT US ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES

t
Permit NCO066664
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER (QUALITY
It 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,
Henderson County Public Schools
is hereby authorized to discharge wastewater from a facility located at the
Rugby Junior High School
3555 Haywood Road
southeast of Rugby
Henderson County
to receiving waters designated as Mill Pond Creek in the French Broad 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 December 1, 2000.
This permit and authorization to discharge shall expire at midnight on November 30, 2005.
Signed this day November 8, 2000.
Original Signed By
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission

s
a
Permit NC0066664
SUPPLEMENT TO PERMIT COVER SHEET
Henderson County Public Schools is hereby authorized to:
7
1. Continue to operate an existing 0.015 MGD extended aeration wastewater
treatment system with the following components:
♦ Grease trap
♦ Aeration basins
♦ Clarifier
♦ Sludge holding basin
♦ Tablet chlorinator
♦ Chlorine contact basin
♦ Tablet dechlorinator
♦ Declorination basin
The facility is located southeast of Rugby at Rugby Junior High School at 3555
Haywood Road in Henderson County.
2. Discharge from said treatmenorks at the to\ation specified on the attached
map into Mill Pond Creek, cl sified C waters ' the French Broad River Basin.
�5�,� clams
GW"

Discbarge
Location
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Facility Information Fw111-ty
Latitude: 35'22' 3(Y' Sub -Basin 04-03-02 Locafro n
Lomibide: 82*30' 00"
Quad Name: Horse Shoe
Strearn Class: C
Receiviriz Stream Mill Pbnd Creek No Rugby Jr. Nigh School
Nam' County
P)J

Permit NC0066664 `
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
During the period beginning on the effective date of this permit and lasting until expiration,
the Pernuttee is authorized to discharge from outfall 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
EFFLUENT
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Average
Weekly
Average
Daily
Maximum
Measurement
Frequency
Sample Type
Sample Location
Flow
0.015 MGD
Weekly
Instantaneous
Influent or Effluent
BOD, 5-day (20°C)
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
Total Suspended Residue
30.0 mg/L
45.0 mg/L
Weekly
Grab
Effluent
NH3 as N
(April 1 —October 31)
21.0 mg/L
2/Month
Grab
Effluent
NH3 as N
(November 1 — March 31)
2/Month
Grab
Effluent
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
—00
2/Week
Grab
Effluent
Temperature (°C)
7�
Weekly
Grab
Effluent
pH1
Weekly
Grab
Effluent
IWO( 604?t.��
154 JinVa��
s aeuAA Footnotes: At/v
1. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
There shall be no discharge of floating solids or visible foam in other than trace amounts

Notary Public
My commission expires:
Better Business Forms (828) 698-1 164
733-5083, extension
538. Please include the
NPDES permit number
(attached) in any com-
munication. Interested
persons may also visit
.the Division of Water
Quality tat 512 N. Salis-
bur)tStreet; Raleigh, NC
27604-1148 between the
hours of 8:00 a.m. and
5:00 p.m. to review infor-
mation on file.
Unnamed Tributary to
Mud Creek in the French
Broad River Basin. Cur-
rently fecal coliform are
water quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0066249, Country
Acres Mobile Home
Park, 25 Keith Drive, Ar-
den, NC 28704 has ap-
plied for a permit renewal
for a facility located in
Henderson County dis-
charging treated waste-
water into McDowell
Creek in the French
Broad River Basin. Cur-
rently fecal coliform are
water quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0073393, Dana -Hill
Corporation, 925 Dana
Road, Hendersonville,
NC 28792 has applied
'for a permit renewal for a
facility located in Hender-
son County discharging
treated wastewater into
an Unnamed Tributary to
Devil's Fork in the
French Broad River Ba-
sin. Currently ammonia,
fecal coliform and total
residual chlorine are wa-
ter quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0074110, Mountain
View Assisted Living,
FIT. 11, Box 238, Hen-
dersonville, NC 28792
has applied for a permit
renewal for a facility lo-
cated in Henderson
County discharging treat-
ed wastewater into an
unnamed tributary. to
Featherstone Creek in
the French Broad River
Basin. Currently BOD,
ammonia & fecal coliform
are water qual'* 10lted.
m
This discharge ay af-
fect future allocations in
e
coliform and total residu-
al chlorine are water
quality limited. This dis-
charge may affect future
allocations in this portion
of the receiving stream.
NPDES Permit Number
NC0075311, Henderson
County Utilities Dept.
Mud Creek South
WWTP, 101 East Allen
Street, Hendersonville,;,
NC 28792 has applied'
for a permit renewal fora
facility located in Hender-
son County discharging
treated wastewater into
Mud Creek in the French
Broad River Basin. Cur-
rently BOD, ammonia,,
fecal coliform $ total re-
sidual chlorine are water,
quality limited. This dis-
charge may affect future
allocations in this portion,
of the receiving stream.
i (04517666) 9/18
0 -

NORTH CAROLINA
HENDERSON COUNTY
AFFIDAVIT OF PUBLIC
Before the undersigned, a Notary Public of
and State, duly commissioned, qualified, an
by law to administer oaths, personally app
being first duly sworn, deposes and says:
:ountY
orizeW
cn
who
is
of Hendersonville Newspaper Corporation, engaged in the
Publication of a newspaper known as The Times -News,
Published, issued, and entered as second class mail in the
City of Hendersonville, in said County and State; that he is
authorized to make this affidavit and sworn statement;
that the notice of other legal advertisement, a true copy of
which is attached hereto, was published in The Times -
News on the following dates:
and that the said newspaper in which such notice, paper,
document, or legal advertisement was published was, at
the time of each and every publication, a newspaper meet-
ing all of the requirements and qualifications of Section 1-
S97 of the General Statutes of North Carolina and was a
qualified newspaper within the meaning of Section 1-597 of
the General Statutes of North Carolina.
This day of L1212-t, 20 CC
(SIGNED)
Sworn to and t scribed before me, this
--
day of c_ � �' r� e ., 7Z � f 'r 20
PUBLIC NOTICE
STATE OF
NORTH CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSION/NPDES
UNIT
1617 MAIL SERVICE
CENTER
RALEIGH, NC
27699-1617
NOTIFICATION OF IN-
TENT TO ISSUE A
NPDES WASTEWATER
PERMIT
On the basis of thorough
staff review and applica-
tion of NC General Stat-
ute 143.21, Public law
92-500 and other ItzWwl
standards and regula-
tions, the North Carolina
Environmental Manage-
ment Commission_pro-
Poses to issue a National
Pollutant Discharge Elim-
ination System ft*DES)
wastewater dischar e
permit to the persons)
listed on the attached pa-
ges effective 45 days
from the publish date of
this notice.
Written comments
regard-
ing the proposed permit
will be accepted until 30
days after the publish
date of this notice. All
comments received prior
to that date are consid-
ered in the final determi-
nations regarding the
proposed permit. The Di-
rector of the NC Division
of Water Quality may de-
cide to hold a public
meeting for the proposed
Permit should the Divi-
sion receive a significant
degree of public interest.
Copies of the draft permit
and other supporting in.
formation on file used to
determine conditions
present in the draft per-
mit are available upon
request and payment of
the costs of reproduction.
Mail comments and%or
requests for information
to the NC Division of Wa-
ter Quality at the above
address or call Ms.
.hricfio 1-1., ..,, s 1n 1
NPDES Permit Number
NC0068764, La Vista Vil-
lage Condominium Asso-
ciation, 99 La Vista
Drive, Arden, NC 28704
has applied for a permit
renewal for a facility lo-
cated in Henderson
County discharging treat-
ed wastewater into an
unnamed tributary to
McDowell Creek in the
French- Broad River Ba-
sin, Currently ammonia &
fecal coliform are water.
quality .limited. This dis-
charge may affect future
allocations in this portion
of the receiving stream.
NPDSS Permit Number
NC0066664, Henderson
County Schools - Rugby
Junior High School, 414
4th Avenue West, Hen-
dersonville NC 28739
has applied for a permit
renewal for a facility lo-
cated in Henderson
County discharging treat-
ed wastewater into Mill
Pond Creek in the
French Broad River Ba-
sin. Currently ammonia
and fecal coliform are
water quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES , Permit Number
NC0083313, Brookside
Village Association, 630
Brookside Camp Road,
Hendersonville, NC
28792 has applied for a
permit renewal for a fa-
cility located in Hender-
son County discharging
treated wastewater into
Featherstone Creek in
the French Broad River
Basin. Currently ammo-
nia, fecal coliform & total
residual chlorine are wa-
ter quality limited. This
discharge may affect fu-
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NC0066362, Benson
Apartments, 16,1 . Brook-
side Camp Road, Hen-
dersonville, NC 28792
has applied for a permit
renewal for a. facility, lo-
cated in Henderson
County discharging treat-
ed_ wactewntet_lntn—aa
this portion of the receiv
ingg stteam.
NPDES Permit Nu bu
NCO033430,Camp
daea, 1996 Cliff Valley
Way, Suite 104, Atlanta,
GA 30329 has applied
for a permit renewal for -a
facility located in Hender-
son County dischargln
treated wastewater 4
eek in the.
French HendersB oadon r River B.A-
Cammonia,
a total
fecalcoliform
ter residual
quality chlorine limited. This
discharge may affect fu
ture allocations in this
portion of the receiving
stream.
NPDES Permit Number
NCO034401, Highland
Lake Inn & Conference
Flatter Rock, ONC 287310
applied for a permit re-
newal for a facility locat'
ed in Henderson COI u11 t0 '
discharging treated
wastewater into an Un-
named Tributary to Kind
Creek in the French '
Broad River Basin. Cuf-
rently ammonia & fecal
watercc,liform are
lim ted This d discharge
may affect future alloca-
tions in this pot
receiving stream.
NPDES Permit Number,
Lakewood
o
NC0074136,
PaRoute
49 Flat RockNC
28731 has applied for,a permit renewal for a fa
ality located in Hender-
son County discharging
treated wastewater into
Dunn Creek in the
French Broad River Ba--
sin. Currently ammonia &
fecal coliform are water .
quality limited.
This
futdis-
charge may onion
ure
allocations in the ream.
of the receiving
NPDES permit Number
Fletcher
NC0000094, Co P.O.
Warehousing O., noa.
Box 457, had
NC 27778
renewal for pL,
for a p
facility located in Hen
de;
son County dischar into
treated wastewater into
French Broad River ap
the French Broad River'

Board of Public Education
Ervin W. Bazzle, Chairman
Brenda O. Brock, lice Chairman
Kenneth R. Butcher
Allen A. Combs
Linda R. Hawk
Melissa L. Maurer
Jane S. Orwoll
Memorandum
HENDERSON COUNTY
PUBLIC SCHOOLS
Where Tomorrow Begins
To: Charles H. Weaver, Jr.
NPDES Unit
North Carolina Department of Environment and Natural Resources
Tom Burnham, Ed. D.
Superintendent
414 Fourth Avenue West
Hendersonville, N.C. 28739-4261
Phone: [phone]
Fax: [phone] or 697-4738
From: David L. Jones, Ed.S., Administrative Assistant
Date: Wednesday, April 5, 2000
Subject: Renewal of NPDES permit for Rugby Middle School
The Henderson County Public School wish to request renewal of NPDES Permit
NCO066664 - for Rugby Middle School, which is located in Henderson County. I have enclosed
the completed application form as well as two copies.
Dr. Thomas A. Ledbetter, who had been dealing with this issue for the Henderson
County Public Schools, has retired. I have taken over Dr. Ledbetter's responsibilities and
submit this application on behalf of the Henderson County Public Schools. Mr. Jack Robertson,
our Director of Facilities, is the contact person for this facility. If you need to contact Mr.
Robertson, please call 828-697-4992.
In regards to Sludge Management for this facility, we have sludge removed as needed by
Mike's Septic. They then take the sludge to either the Asheville or Brevard Waste Water
facility. James & James Environmental Management maintains and monitors this plant for
Henderson County Public Schools.
Please let me know if you need additional information in regards to this request. If you
wish to contact me you may call: 828-697-4733 or fax [phone] or email at
[e-mail]
Thank you for you help in this process.
c: Mr. Jack Robertson
"The Henderson County Public Schools is an equal opportunity employer and does not discriminate
on the basis of race, color, religion, sex, age, disability or national origin."

I
SOC PRIORITY PROJECT:
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
ATTENTION: Dana Bolden
DATE: April 17, 1995
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Henderson
PERMIT NUMBER NCO066664
PART I - GENERAL INFORMATION
No
1. Facility and Address: Rugby Middle School
414 Fourth Avenue West
Hendersonville, NC 28739
2. Date of Investigation: October 5, 1994
3. Report Prepared By: Paul White
4. Persons Contacted and Telephone Number: Jack Robertson
704-697-4992
5. Directions to Site: From the intersection of Hwy 280 and Hwy
191 at Mills River, go south on Hwy 191 (Haywood Road) for
3.8 miles to .the entrance to the school on the right. The
wastewater treatment plant and discharge point is located in
front of the school.
6. Discharge Point(s), List for all discharge points:
Latitude: 350 21' 34" Longitude: 820 30' 5211
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. F8SE U.S.G.S. Quad Name Horse Shoe
7. Site size and expansion area consistent with application?
X Yes No If No, explain:
Page 1

8. Topography (relationship to flood plain included): 101i slopes,
treatment plant not in flood plain.
9. Location of nearest dwelling: >200 feet
10. Receiving stream or affected surface waters: Mill Pond Creek
a. Classification: C
b. River Basin and Subbasin No.: 04-03-02
C. Describe receiving stream features and pertinent downstream
uses: Receiving stream is impacted by siltation from
development and the Henderson County Landfill. moderate
development. Downstream uses include aquatic and wildlife
propagation, fishing.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted 0.015 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? 0.015 mgd
C. Actual treatment capacity of the current facility (current
design capacity 0.015 mgd
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
none
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: Existing
treatment consists of a grease trap, 3 concrete aeration
units with a single blower, a concrete clarifier with sludge
and skimmer returns, a sludge holding basin, a tablet
chlorinator, concrete chlorine contact chamber, tablet
dechlorinator, dechlorination basin, and discharge to Mill
Pond Creek.
f. Please provide a description of proposed wastewater treatment
facilities: n/a
g. Possible toxic impacts to surface waters: ammonia, chlorine,
cleaning chemicals.
h. Pretreatment Program (POTWs only): n/a
in development approved
should be required not needed
Page 2

2. Residuals handling and utilization/disposal scheme: none
specified.
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
C. Landfill:
d. Other disposal/utilization scheme (Specify):
3. Treatment plant classification (attach completed rating sheet): II
4. SIC Codes(s): 8211
Primary 03 Secondary
Main Treatment Unit Code: 0607
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? no
2. Special monitoring or limitations (including toxicity) requests:
none
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate) n/a
Date
Submission of Plans and Specifications
Begin Construction
Complete Construction
Page 3

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: not likely to be feasible due to insufficient
area.
Connection to Regional Sewer System: none available
Subsurface: not likely to be feasible due to land area required.
Other disposal options:
5. Other Special Items:
PART IV - EVALUATION AND RECOMMENDATIONS
It is recommended that the permit be renewed as requested.
Signature of Report Preparer
10
;Water �Qualit Regional Supervisor
�7 �
Dat
Page 4

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
.M1 rJDLE
Name of Facility: UZ.3,/
Owner or Contact Person: T-iQM't-f 4
Mailing Address: q-iq 4)(4gLLI lfy6- u/• L1E r/�E�SoN/�/L L C NG Z55 �.3C
County: Telephone: -Ivy
Present Classification: TG New Facility Existing Facility_,_
NPDES Per. No. NC00&(oNondisc. Per. No.WQ Health Dept.Per No.
Rated by: PA-c4I- (.AZ9z ZE Telephone: Date:
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: r, Lf/IL So&J Grade: lLm Telephone: `,,0 Y -,Z
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) I III IV Total Points:_YC)
SUBSURFACE CIASSIFICATiON
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand titters
5. grease trapAnterceptor
6-oil/water separators
7. gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRRIGATION CLASSIFICAT)CN
(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
trapAnterceplor
8.
oil/walor 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 APPLICATIONIRESIDUALS 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. Septic Tank/Sand Fitter 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 Remedialion Systems consisting only of oil/water separators, pumps, air -stripping, carbon adsorption, disinfection
and disposal;
6. Aquaculturo operations with discharge to surface waters;
7. Water Plant sludge handling and back -wash water treatment;
8. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified it permitted alter 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 roclass iticalion by the Commission, In writing.

• 7.5 MINUTE SERIES (TOPOGRAPHIC) 193-SE tEPV
8 19 Ml.
r.p ML 32' 0'160 361 950 000 FEET 362 �63 82i 30'
-35"22'30'
' Kings ridge /— ( r /-- ? . ../"^
�UFB 25�, -
\ I� �%� r Zoo o
�J \
,Mlle r � •' '
rr A/
171 r ch Bro d Ch A \� 1 1 � t; 00 C G o0
,�
• • v� ! " -= zodo'
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l ,
/ I , S oo H u
FB
S� / �J e .(�. �I((•//J11 6�ri. •�f �J x�a l 11► \� \ h /a'%/ w•�',/—%' �'/� —v

The following scale is used for rating wastewater treatment facilities: (circle appropriate points)
REM POINTS
(1) Industrial Pretreatment Units or Industrial Pretreatment Program (see definhion No. 33)...................................................4
(2) DESIGN
FLOW OF PLANT IN gpd [not applicable to non -contaminated cooing 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 (I1)(d))
0 - 20.000...........................................................................................................................I.................
20,001 - 50.000......................................................................................................................................2
50.001 100.000.....................................................................................................................................3
100.001 250.000...................................................................................................................................4
250.001 - 500,000...................................................................................................................................5
a
500.001 1.000,000...............................................................................................................................
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 UNfTS/PROCESSES (see definition No.32)
(a)
Bar Screens.............................................................................................................................................�
(b)
or
Mechanical Screens, Static Screens or Comminuting Devices ... ..................................................................... 2
(c)
Grit Removal..............................................................................................................................................1
(d)
or
Mechanical or Aerated Grk Removal.............................................................................................................
(a)
Flow Lie asurigDevIce ...............................................................................................................................1
(f)
or
Instrumented Flow Measurement................................................................................................................2
(g)
Preaeration...................... ........................................................................................................................2
(h)
Influent Flow Equalization..........................................................................................................................2
2
(1)
Grease or Oil Separators - Gravity ................................. ............... ......................... _...................................
Mechanical.................................................................................................................................................3
Dissolved Air Flotation ...... ...................................... ...._............................................................................a
5
tl)
Prechlortnation............... _........................................................................................................................
(4) PRIMARYTRFATMENT UNfTS/PROCESSPS
(a)
Septic Tank (see definition No. 43)............................................................................................................2
(b)
Imholf Tank................................................................................_............................................................5
(c)
Primary Clarlllers.........................................................................................................................................5
(d)
Settling Ponds or Settling Tanks for Inorganic Norrloxlc 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) SECONDARY TREATMENT L14WFOCESSES
(a)
Carbonaceous Stage
(I) Aeration -High Purity Oxygen System. .............................................................................
DiffusedAir System ........................................... ......................................................... .1 0
Mechanical Air System (fixed, floating or rotor) ..............................................................
SeparateStodge Reaerallon.............................................................................................3
(II) Trickling Ricer
HighRate............................_...................._..............................................................7
StandardR210......................... _...... ............. ............................................ ..................
PackedTower .......................... _....................... .............................................................
(III) Biological Aerated Fiber or Aerated Biological Filter _..._ ............._........__._.._..._..._.1 0
(Iv) Aerated Lagoons..........................................................................................................10
(v) Rotating Biological Contactors .......... ................ .......................................................... 10
(VI) Sand Fillers -Intermittent biological ... ................... _............................ _........................... 2
Recirculatingbiological.....................................................................................................3
(vll) Stabilization Lagoons....................................................................................................
(vill) Clarifier .........................................................................................................................5
(Ix) Single stage system for combined carbonaceous removal o(BOD and nitrogenous removal by
nMrirtcation (see definition No. 12)(Points for IHs hem have to be In addition to hems
(5)(a)(1) through (5)(a)(vill), i—�
utilizing the extended aeration process (see definition No.3a)..........................................r7D
utilizing other than the extended aeration process ...... _....................................................8
(x) Nutrient addnlons to enhance BOD removal......................................................................5
(XI) Blological Culture ('Super Bugs')addnbn........................................................................5
(b)
Nitrogenous Stage
(I) Aeration - High Purity Oxygen System ...................................................................... 0
DiffusedAlr System ..................... ...... ........................................................................... 10
Mechanical Air System (fixed, floating or rotor) .................................... _........................8
SeparateSludge Reaerailon.......... ................................................................................. 3
(II) Trickling Fitter -High Rate........... ................ ..................................................................... 7
Standard Rate .......................... ....... .............................................................................5
PackedTower................................................................................................................5
(III) Biological Aerated Fiber or Aerated Biological Fiber .............................................................10
(Iv) Rotating Biological Contactonl......................................................................................10
(v) Sand Fiber - Intermittent biological..................................................................................2
Recirculating biological.....................................................................................................3
(VI) Clarlfier..........................................................................................................................5
(6) TERTIARY ORADVANCED TRFATMWTLN)TS/PROCESSES
(a)
Activated Carbon Bods -
whhout carbon regeneration...................................................................................................5
withcarbon regeneration.......................................................................................................16
(b)
Powdered or Granular Activated Carbon Feed-
;without carbon regeneration.................................................................................................5
with carbon regeneration ......................... ............................................................................ i 5
(c)
Air stripping................................................................_..........................................................................10
(d)
DenfIriflcallon Process ............................................... _.............................................................................
(e)
Electrodlalysls.............................................................._........_..................................................................5
(1)
Foam Separation ................................................... _...................................................................................
(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 ........... ...... .... ..................................................4
(1)
())
Mlcroscreens............................................................................................................................................ .5
Plosphorars Removal by Biological Processes (Soo definition No. 26).........................................................
(k)
Polishing Ponds - without aeration.......................................................................................................... 2
"Ifk nn,,rinn ..... _I..... ...................5

(I)
Post Aeration - cascade..............................................................................................................................0
dlllused or mechanical........................................................................................................2
(m)
Reverse Osmosis.........................................................................................................................................5
(n)
Sand or Mixed -Media Filters - low tale .........................................................................................................2
highrate.....................................................................5
5
(0)
Treatment processes for removal of metal or cyanide...................................................................................1
(p)
treatment processes for removal of toxic materials other than metal or cyanide ......................................
_..._.15
(7)
SLL CGE
(a)
TREATMENT
Sludge Digestion Tank - Heated (anaerobic).............................................................................................
..10
Aerobic.............................................................................................................................................3
......
Unheated (anaerobic).............................................................................................................................5
(b)
Sludge Stabilization (chemical or thermal).............................................................................................2
(c)Sludge
Drying Beds - Gravity ..................................................................................................
................. s
VacuumAssisted.....................................................................................................................
(d)
Sludge Elutriation.....................................................................................................................................
(e)
Sludge Conditioner (chemical or thermal) ................................................................................................
...5
..5
(1)
Sludge Thickener (gravity)......................................................................................................................
(g)
Dissolved Air Flotation Unit (not applicable to a unit rated as(3)(1)1 ...................................................•-•-•-•-•
Sludge Gas Utilization (includingas storage)
"""'
(h)
(1)
Sludge Holding Tank - Aerated..................................................................................................................5
())
Non -aerated ............................................. ................................................................................................2
Sludge Incinerator (not Including activated carbon regeneration)............................................................»..
10
10
(k)
Vacuum Flier, Centrifuge, or Filter Press or other similar dewatering devices ..............................................
»...
(8)
RESIDUALS UTILIZATIOWDISPOSAL (Enduring incinerated ash)
2
(a)
(b)
Lagoons..............................................................................................................................................
Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
(c)
orlandfill permit......................................................................................................................................0
Dedicated Landfill(burial) by the permittee of the wastewater treatment facility .........................
............. ... ... 5
(9)
DiSr4ECT1C-V
(a)
Chlorination.................................................... ...........................................5
... .
(b)
Dechlorination.....................................................................................................................................
(c)
Ozone......................................................................................................................................................
(10)
(d) Radiation............................................................................................................................................»...5
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) (not applicable to chemical additions rated as Item (3)U).
(5)(a)(0),
(6)(a), (6)(b). (7)(b). (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
......5
List
...................................................................................................................................5
(1 1)
MISCELLANEOUS UNITS/PROCESSES
(a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Indudng wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater
than Is common
fordomestic wastewater...........................................................................................................................4
basins which are inherent In land
application systems)»».2
(b)
(c)
Effluent Flow Equalization (not applicable to storage
Stage Discharge (not applicable to storage basins Inherent In land application
(d)
Pumps.......................................................................... .....................................................................».
3
(e)
Stand -By Power Supply............................................................................................................................
(I)
Thermal Pollution Control Device .................................................................................................................3
TOTALPOINTS..........................................................................�,1
6
Class1...........................................................................................................5-25 Points
Class11.........................................................................................................26.50 Points
classIN ................................................... ............................................... ......51-65 Points
ClassIV .......................................................................................................66 Up Points
Facilities having a rating of one through lour points, inclusive, do not require a certified operator.
Facilities having an activated sludge process will be assigned a minimum classification of Class If.
Facilities having treatment processes for the 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 classificatlon of Class III.
A004 DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physlcaUchemlcal method for reducing soluble organic maferlal Irom wastewater effluent; The column -type beds used In this
method will have a flow rate varying from two to eight gallons per minute per square loot and may be either upflow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant she;
(2) Aerated Lagoons. A basin In which all solids are maintained in suspension and by which biological oxidation or organic matter Is reduced through artificially
accelerated transfer of oxygen on a flow -through basis;
(3) Aeration. A process of bringing about Intimate contact between air or high purity oxygen In a liquid by spraying, agitation or dllluslon;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4) Agriculturally managed she. Any she on which a crop Is produced, managed, and harvested (Crop includes grasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonium Ion Is first converted to dissolved ammonia (pH adjustment) with the artmonia 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 centrtlugal force Is used to separate solids from liquids or to separate liquids of different densc,as'
(9) Chemical Addition Systems- The addition of chemicals) 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 lime, fortis chloride, or a polymer to wel sludge to coalesce the mass prior to
its application to a dowatoring device-
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for ibntalnmeM of wastewater containing Inorganic, non-toxlc materials from sand, gravel,
crtcho.7 stone or oldror slmllar operations. Such systems shall carry a maximum of two points rogardlosa of pumping facllhies or any other appurtenances;
r+�+ r—r n .+ nnrmval nl radtonacoous BOD and Nitrogenous Rombval by Nitrification• A singlo stage syslom required to achlove permit ellluent limits on BOD

(15) Eloctrodialysls. Process for removing Ionized salts from water through the use of Ion-solective Ion exchango membranes;
(16) Filter Press. A process operated mechanlcalfy for panlally dewatoring sludge;
(I7) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts 01 detergent materials through
the introduction of air In the form of line 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 lank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumented Flow Measurement. A device which Indicates and records rate of flow;
(21) ton 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 wol sludge may be applied to land either by spraying on the surface or by subsurface Injeclion
(i.e., chisel plow); (not applicable for types of sludge described In (11) of this Rulej;
(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 Irealment;
(23) Microscreen. A low speed, continuously back -washed, rotating drum fiher operating under gravity conditlons as a polishing method to( removing
suspended solids from effluent;
(24) Nitrification Process. The blochtomical conversion of unoxldizod nitrogen (ammonla and organic nitrogen) to oxidized nitrogen (usually nitrate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for ilia specific purpose of converting ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an oxidanoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment whh sufWent detention time to allow settling of finely suspended solids;
(28) Post Aerallom 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 dissolvod oxygen Is added to the effluent by a nonmochanlcal, gravity means of (lowing down a
series of steps or weirs; The flow occurring across the steps or weirs roves In a fairly thin layer and the operation d the cascade requires no operator
adjustment; thus, zero points are assigned even though this Is an essential stop to meeting the limits of the discharge permh;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological aciNhy and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon Is food controlled Into the system;
(31) Preaeratlon. A tank constructed to provide aeration prior to primary treatment,,
(32) Preliminary Urals. 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 LIM. Industrial. The conditioning of a waste at Its source before discharge, to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction in bad on the treatment process which Is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-treatment Program, industrial - must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first sealing 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) Radlallort. Disinfection or sterilization process utilizing devices emitting uhravlolet 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 (lows through tanks In which a series of partially submerged circular
surfaces are rotated;
(39) Sand Fllters:
(a) Intermittent Biological. Flhratlon of effluent following septic tanks, lagoons, or some other treatment process In which further blodecomposhlon Is
expected to produce desired effluents; Hydraulic loading rates on these filters are computed In gpd/ac and have a resulting low gprrVsl (less than one);
b) Recirculating biological - the same type of sand lifter as defined In Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back
through the sand lifter
(40) Sand or Mixed -Media Flhers. 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 gprrVsf range;
(b) high rate — a pressure, hydraulically loaded filter whh loading rates In the We gpm/sf range; At any rate, the loading rate will exceed three gprrJsl;
(41) Secondary Clarifiers. A lank which follows the biological unit of Ireatmorrt plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeralior. A part of the contact stabilization process where the activated sludge Is transferred to a lank and aerated before retuming ft
to the contact basin;
(43) Septic Tank. A single -story setting tank In which settled sludge is In contact whh the wastewater flowing through the tank: shall not be applicable for
septic tank systems serving single family resldoncos having capachy 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 gashled, Ilquefied, mineralized or convened 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 anhklal layers of porous materials upon wtilch digested sewage sludge Is dried by drainage and
evaporation:
(46) Sludge Elutriatlon. A process of sludge cond-ribning In which certain conslhuenls are removed by successive washings with fresh water or plant effluent.
(47) Sludge Gas Utilization. The process of using sewage gas for the purpose of heating bulkfings, driving engines, 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 supemalant 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 lank would simply be used to
decant sludge prior to dewatering and would riot allow long periods (several days of detention) without resulting odor problems;
(49) Sludge Incinerators. A fumace designed to bum sludge and to remove all moisture and combustRrle materials and reduce the sludge to a sledie ash;
(50) Sludge Stabilization (Chemical or Thermal). A process to make treated sludge less odorous and putrescble, and to reduce the pathogenic organism
content; Thls 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 she or portable electrical generating equipment;
(54) Static Screens. A stationary screen designed to remove solids. Including non -biodegradable particulate (lbalable solids, suspended solids and BOD
reduction) from municipal and Industrial wastewater treatment systems-,
(55) Tertiary Treatment. A stage of treatment following secondary wtllch Is primarily for ilia purpose of effluent polishing; A settling lagoon or sand or coal fitter
might be employed for this purpose;
(56) Thermal Pollution Control Device. A device providing for the transfer of heal 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 condhloning process by which treat Is added for a protracted period of time to improve the dewaterabllhy of sludge by the
solubilizing and hydraulizing of the smaller and more highly hydrated sludge panicles;
(58) Toxic Materials. Those wastes or comblmtlons of wastes. Including disease -causing agents which after discharge and upon exposure, Ingestion, Inhalation
or assimilation Into any organlam, shher directly from the environment or Indirectly by Ingestion through food chalns, will cause death, disease, behavioral
abnormalhles, cancer, genetic mutations, physbloglral mallunctlons (Including malfunctions In reproduction) or physical deformallons, In such organisms or their
offspring; Toxic materials Include, by way of illustration and not [Imitation: load, cadmium, chromium, mercury, vanadium, arsenic, zinc, onho-nitrochrlorobenzene
(ONCB), polychlorinated blphonyls (PCBs) and dichlorodlphenyl trich>loroolhane (DDT); and any other materials that have or may hereafter be determined to have
toxic properties;
(59) Trickling Flher. A bbfogical lreatmert unit consisting of a material such as broken stone or rock over which wastewater is distributed; A high rate trickling
filler Is one which operated al between 10 and 30 mgd per acre. A low rate trickling fiher Is one width Is designed to operate at one to four mgd per acre;
(60) Trickling Flher (Packed Tower). A plug flow typo of operation In which wastewater flows down through successive layers of media or Ilhralo material; Organic
material Is removed continually by the acttve biological fixed growth in each successive layer. This method may produce 'saconclary' qualhy effluent, or may be
adapted to produce a rtltrifled effluent;
(61) Vacuum Flher, Centrifuges, a Flher Presses. Devices whdch are designed to remove excess water from ehhor digested or undlgostod sludge prior 10 disposal
or further treatment.

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO066664
PERNIITTEE NAME: Henderson County Board of Education /
Facility Status: Existing -"4 8!s
Permit Status: Renewal
Major Minor
Pipe No.:
Design Capacity: 0.015 MGD
Domestic (% of Flow): 100
Industrial (% of Flow):
Comments:
RECEIVING STREAM: Mill Pond Creek
Class: C
Sub -Basin: 04-03-02
Reference USGS Quad: F8SE (please attach)
County: Henderson
Regional Office: Asheville Regional Office
Previous Exp. Date: 9/30/91 Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles.
Requested by: Mack Wiggins
Prepared by:
Reviewed by
Date: 2/14/91
Date:
Date:
Modeler
.
#
TMnI0
±Z21
S�
Drainage Area (mi 2) /. 3 Avg. Streamflow (cfs): A•
7Q10 (cfs) 6.6 Winter 7Q10 (cfs) 0.7 30Q2 (cfs)
Toxicity Limits: IWC I % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Al Location
Downstream N Location
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
30
30
NH3-N (mg/1)
gL L,�d
) WIG
D.O. (mg/1)
TSS (mg/1)
30
3a
F. Col. (/100 nil)
.200
Zoo
PH (SU)
6-9
(-9
A&. �,
Comments:

. , µ ENDERS o N C,o • i5. o. E.
32' 0"'Rkkc,, by -3e• 141 G, N Sc R06 U
60 361 950 000 FEET 362
i0„
UFB 25 "Kings Bridge }� ( i /i 2200
Nc-oo &(o(i(04
20710
191 ( g S E
S(4 of
,Mlle /
F7e7ch Broad ChT14R,
l
i / �� �l•1' I one �'_� • ��a I
d ZIP 1
M - , 1 00 « `
FB 92 9 p 1 2p5a1'b�iti 20869—
wldoJ
�• • S\ k C "\ �/i n j "14
y
F 193�
\\�� ti I D / o /. • n
/ Y-CLY24
lL
is .i _ , pi / \ ` `•
0 J
ai 600 000
FEET
1 � �
h
-Shl)� ek Ch > �Q LU
a > I J /B J
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ct
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1 �r �(2s •� • •v� __� v 3w� v - "lOW

Facility Name
NPDES No.
Type of Waste
Facility Status
Permit Status
Receiving Stream
Stream Classification:
Subbasin
County
Regional Office
Requestor
Date of Request
Topo Quad
-1-
FACT SHEET FOR WASTELOAD ALLOCATIONS
RUGBY JUNIOR HIGH SCHOOL
NCO066664
100% DOMESTIC
EXISTING
RENEWAL
MILL POND CREEK
C
040302
HENDERSON
ARO
WIGGINS
2/15/91
F8SE
Request #6059
Stream Characteristics:
USGS # 0344391540 Date 4/86
Drainage Area: 1.3 sq.mi.
Summer 7Q10: 0.6 cfs
Winter 7Q10: 0.7 cfs
Average Flow: 2.6 cfs
30Q2: cfs
Wasteload Allocation Summary 01/4
(approach taken, correspondence with region, EPA, etc.)
THIS IS A REVISION OF APFORM SENT ON 3/22/91. NEW AMMONIA LIMITS
RECOMMENDED DUE TO CONFIRMATION OF DISCHARGE POINT OF WEST HENDERSON
HIGH SCHOOL. PREVIOUS NH3 LIMITS CALCULATED WITH INTERACTION BETWEEN THE
SCHOOLS.
Special Scheduled Requirements and additional comments from Reviewers:
Recommended by: '"' Date:_5/2/91_
Reviewed by
Instream Assessme t: ' jQ/Y�G�il1f�01�— Date: 5
Regional Sup i r : Date: ) to
Permits & Engineering: Date: z-rl`/
RETURN TO TECHNICAL SERVICES BY: `U N 06 1991
t4CCEIVED
Water Quality Sectim
MAY 1 3 1991
Asheville Regional 0114m
Asheville, North Carotins

Existing Limits
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Coliform (/100 ml):
pH (SU) :
Oil & Grease (mg/1):
TP (mg/1) :
TN (mg/1):
Toxicity:
Recommended Limits
-2-
CONVENTIONAL PARAMETERS
Monthly Average
Summer/Winter
0.015
30
NR
NR
30
1000
6-9
Daily Maximum
Existing w/
NH3 Choice
Limit
Toxicity Test
SUMMER
WINTER
Wasteflow (MGD):
0.015
0.015
0.015
BOD5 (mg/1):
30
30
30
NH3N (mg/1):
NR
21
A
DO (mg/1):
NR
NR
NR
TSS (mg/1):
30
30
30
Fecal Coliform (/100 ml):
200
200
200
pH (SU):
6-9
6-9
6-9
Oil & Grease (mg/1):
TP (mg/1) :
TN (mg/1):
Toxicity: CHRONIC/CERIO/QRTRLY @ 3.7% N
INSTREAM MONITORING REQUIREMENTS:
Upstream: N Location:
Donwstream: N Location:
Limits Chancres Due To:
Instream Data
Ammonia Toxicity
Chlorine
Nutrient Sensitive Waters
HQW
New 7Q10 flow data
Special Modeling Studies
New facility information
Parameter(s) Affected
NH3
Other 1) FECAL COLIFORM LIMIT CHANGED DUE TO NEW WQ STANDARD
(explanation of any modifications to past modeling analysis
including new flows, rates, field data, interacting discharges, etc.)

A Dp Et)
10 1991
FACT SHEET FOR WASTELOAD ALLOCb-"T-. NS
}';,� .r
r�PARest #6059
`RJ1�J;
Facility Name : RUGBY JUNIOR HIGH SCHOOL R E C E I y t
NPDES No. : NCO066664 WBi� Quality $CC�CIOfl
Type of Waste :
100% DOMESTIC
Facility Status :
EXISTING
Permit Status :
RENEWAL
Receiving Stream :
MILL POND CREEK
Stream Classification:
C
Subbasin :
040302
County :
HENDERSON
Regional Office :
ARO
Requestor :
WIGGINS
Date of Request :
2/15/91
Topo Quad :
F8SE
Wasteload Allocation Summary
APR - 21991
Stream Characteristics:
USGS # 0344391540 Date 4/86
Drainage Area: 1.3 sq.mi.
Summer 7Q10: 0.6 cfs
Winter 7Q10: 0.7 cfs
Average Flow: 2.6 cfs
30Q2: cfs
(approach taken, correspondence with region, EPA, etc.)
FACILITY REQUESTING RENEWAL OF EXISTING LIMITS. RECOMMEND RENEWAL OF Q
EXISTING LIMITS WITH TOXICITY LIMITS OR NH3 CHOICE LIMIT TO PROTECT
PRO MILL POND CREEK FROM AMMONIA TOXICITY.
FACILITY WILL BE SENT ADMINISTRATIVE LETTER CONCERNING CHLORINE TOXICITY.
Special Scheduled Requirements and additional comments from Reviewers: Z)�
Recommended
Reviewed by
Date:_3/20/91_
3/zz�q�
Instream Assessment: W(,lM w v Date: ajV) Qi
I�
Regional Su or: Date:�q
Permits & Engineering: ��v=+-11ti� ��-Qt OjV-4�,C9,pADate:
.APR 2.5 1991
RETURN TO TECHNICAL SERVICES BY:

Existingr Limits
Wasteflow (MGD):
BODS (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Coliform (/100 ml):
pH (SU) :
TP (mg/1):
TN (mg/1):
Toxicity:
Recommended Limits
-2 -
CONVENTIONAL PARAMETERS
Monthly Average
Summer/Winter
0.015
30
NR
NR
30
1000
6-9
"bu-ko V
Daily Maximum
Existing w/ NH3 Choice Limit
Toxicity Test
Wasteflow (MGD):
0.015
0.015
BOD5 (mg/1):
30
30
NH3N (mg/1):
NR
11
DO (mg/l):
NR
NR
TSS (mg/1):
30
30
Fecal Coliform (/100 ml):
200
200
pH (SU):
6-9
6-9
I
'TP
v
(mg/1) .
TN (mg/1):
Toxicity: CHRONIC/CERIO/QRTRLY @ 3.7%
N
INSTREAM MONITORING REQUIREMENTS:
Upstream: N Location:
Donwstream: N Location:
Limits Changes Due To:
Instream Data
Ammonia Toxicity
Chlorine
Nutrient Sensitive Waters
HQW
New 7Q10 flow data
Special Modeling Studies
New facility information
Parameter(s) Affected
NH3
0
Other 1) FECAL COLIFORM LIMIT CHANGED DUE TO NEW WQ STANDARD
2) NH3 LIMIT DETERMINED BASED ON TOTAL LOADING ASSIMILATIVE CAPACITY
IN MILL POND CREEK, INCLUDING INTERACTION WITH WEST HENDERSON
HIGH.
(explanation of any modifications to past modeling analysis
including new flows, rates, field data, interacting discharges, etc.)

RUGBY JR. HIGH
AMMONIA ANALYSIS
7Q10: 0.6000 cfs
NH3 Effl. Conc: 71.9000 mg/l
AL (1/1.8 mg/1): 1000.00 ug/l
Upstream NH3 Conc.: 220.0000 ug/l
Design Flow: 0.0150 MGD
Predicted NH3 Downstream: 2893.98 ug/l
2.893983 mg/l
NH3 Limit: 21129.03 ug/l
21.12903 mg/l
AMMONIA ANALYSIS
7Q10: 0.7000 cfs
NH3 Effl. Conc: 71.9000 mg/l
AL (1/1.8 mg/1): 1800.00 ug/l
Upstream NH3 Conc.: 220.0000 ug/l
Design Flow: 0.0150 MGD
Predicted NH3 Downstream: 2524.27 ug/l
2.524265 mg/l
NH3 Limit: 49369.89 ug/l
49.36989 mg/l
(WINTER)

04{o 3 6 Z
o
c�11,o� ��s�?" l GaFt
l/
iE dv G'�C Zoo`/
t�l ' w � Gl � , � � � � =, : Gam•• ��� �j �xi l r� �: �, , T� :✓` 'T a Y � :-_ • �` 7�J`7 -�a- V
21

• WM !
wn

, 023 , OY(a y yr r'rJ — 3• ? /�
r

% A�/e `J1713 /' 7¢/0 f : 00" #Ctl
_ , o_;' 9 14
d,w�f3 o. 039 14-
/3
r
0/5w c = /O,
Y.

RUGBY JR. HIGH W/ NH3 =10.8 MG/L
AMMONIA ANALYSIS
7Q10: 0.6000 cfs
NH3 Effl. Conc: 10.8000 mg/1
AL (1/1.8 mg/1): 1000.00 ug/1
Upstream NH3 Conc.: 220.0000 ug/1
Design Flow: 0.0150 MGD
Predicted NH3 Downstream: 614.68 ug/l
0.614681 mg/1
NH3 Limit: 21129.03 ug/l
21.12903 mg/l
AMMONIA ANALYSIS (WEST HENDERSON HIGH)
7Q10: 0.6233 cfs
NH3 Effl. Conc: 16.3000 mg/1
AL (1/1.8 mg/1): 1000.00 ug/1
Upstream NH3 Conc.: 614.6800 ug/l
Design Flow: 0.0099 MGD
Predicted NH3 Downstream: 991.56 ug/l
0.991557 mg/l
NH3 Limit: 16651.34 ug/l
16.65134 mg/1

rugby jr. high
CHLORINE
7Q10: 0.6000
CL2 Effl. Conc: 0.5000
AL (17/19 ug/1): 17.0000
Upstream CL2 Conc.: 0.0000
Design Flow: 0.0150
Predicted CL2 Downstream: 18.65
0.018652
CL2 Limit: 455.7096
0.455709
ANALYSIS
cfs
mg/l
ug/l
ug/l
MGD
ug/l
mg/l
ug/l
mg/l

NPDES WASTE LOAD ALLOCATION Engineer Date Rec C.
Facility Name: _ gctAymsetA CO s0gb oFF eyuc 4-ri oil —'—` Rc�e�rB Y :M • 41drE s'c*4 . Date 2
Existing Q
Proposed O Permit No.: N COO %GCo<o 4 Pipe No.: OO ( County: 14L--1 tDeeSOt1
Design Capacity (MGD) • e,0/S " Industrial (% of Flow) : Domestic (% of Flow) : Wes
Receiving Stream: RILL POND GQ.tEK Class: G Sub -Basin: 04- --y3 --n -,?--
Reference USGS Quad: F $ SC ( Please attach) Requestor : S Ak 'B 1U PS%ES 6 Regional Office l4R0
viaew S tfoc
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. • e23 I�� Drainage Area (mil) : 1.3 Avg. Streamf low (cfs)
7Q10 (cfs) Q. Winter 7Q10 (cfs) ('). ! 30Q2 (cfs )
Location of D.O. minimum (miles below outfall): Slope (fpm)
Velocity (fps): %, ���- K1 (base e, per day) 23 *G K2 (base e , Der day)
L-8Y
Effluent
Characteristics
Monthly
Average
Comments
Vi
U
iICM
5
-
Oriainal 412cali4e t ) Comments:
Effluent ;'o nthly
Characteristics P_verage Comments
lloc io O
'on O
t� Reviewed By: &If Date:
57/2
By: LLB Lt�/

Af
For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Zype of Product Produced I Lbs/Day Produced I Effluent Cuideline Reference I

Request No. : 3078
--------------------- WASTELOAD ALLOCATION APPROVAL FORM - �� -��------
Facility Name : RUGBY JR HIGH SC OOL
Type of Waste : DOMESTIC MAY 15 1986
Status : EXISTING
Receiving Stream : MILL POND CREEK 0Hbo
Stream Class : C t4he°iUe.North Carolina
Subbasin : 040302
County : HENDERSON Drainage Area (sq mi) : 1.3
Regional Office : ARO 7010 (cfs) : 0.6
Requestor : SAM BRIDGES Winter 7010 (cfs) : 0.7
Date of Request : 5/7/86 3002 (cfs) :
Quad : F8SE Average Flow (cfs) : 2.6
------------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
:
Wasteflow (mgd) : 0.015
5-Day BOD (mg/1) : 30 �7�V//
�^�*'vw*m
Ammonia Nitrogen (mg/1) : W4Ay 1�� 1986
Dissolved Oxygen (mg/1) :
TSSFeca(mg/l)form (#/100ml): 1000 30 pERK8\TS��Ly�G\N���\N�
pH (SU) : 6-9
--------------------------------------------------------- __vv_w==----------
------------------------------------- COMMENTS -----------------------------------
���-��
Recommended by __ Date��__L_��-_
Reviewed by:
Tech.
R���oY�m� Su�`ervis
�-
Permits & Engineering__
'
Date_-������
_v
y
Date ��A�-��
--r------- ----------
x �
,
Date_S ��__

>'
Ar., �",
---------- MODEL RESULTS ----------
DISCHARGER RUGBY JR HIGH SC OOL
RECEIVING STREAM MILL POND CREEk::
THE END D.O. IS 7.93 MG/ L
----------------------------------------------------------------------
THE END CBOD IS 13.83 MG/L
----------------------------------------------------------------------
THE END NBOD IS 0.00 MG / L
----------------------------------------------------------------------
THE D.O. MIN. OF SEGMENT 1 IS 5.07 MG / L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.13
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 114 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS .011 MGD
-----------------------------------------------------------------------
THE D.O. MIN. OF SEGMENT 2 IS 7.18 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.80
WHICH IS LOCATED IN REACH NUMBER 2
THE WLA FOR SEGMENT 2 REACH 1 IS 114 MG/L OF CBOD
THE WLA FOR SEGMENT 2 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.D. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 1 IS .0012 MGD
THE WLA FOR SEGMENT 2 REACH 2 IS 135 MG/L OF CBOD
THE WLA FOR SEGMENT 2 REACH 2 IS 0 MG/ L OF NBOD
THE REQUIRED EFFLUENT D.O. IS G MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 2 IS .06 MGD
THE WLA FOR SEGMENT 2 REACH 3 IS 118 MG/L OF CBOD
THE WLA FOR SEGMENT 2 REACH 3 IS 0 MG/L- OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 2 REACH 3 IS .015 MGD
-----------------------------------------------------------------------
THE D.O. MIN. OF SEGMENT 3 IS 6.76 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.00
WHICH IS LOCATED IN REACH NUMBER i
THE WLA FOR SEGMENT 3 REACH
THE WLA FOR SEGMENT 3 REACH
THE REQUIRED EFFLUENT D.O. IS
THE WASTEFLOW ENTERING SEG 3
1 IS 114 MG/L OF CBOD
1 IS 0 MG/L OF NBOD
0 MG/L
REACH 1 IS 9.900001 E--03 MGD
----------------------------------------------------------------------
THE D.Q. MIN. OF SEGMENT 4 IS 7.76 MG/L-
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.00
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 4 REACH I. IS Q ' MGIU OF CBOD
THE WLA FOR SEGMENT 4 REACH 1 IS 0 MG/L OF NBOD
THE RFQ"TRFD FFFI i FWT n . n T + 0 MA/1

THE; - WASTE -.-FLOW ENTER I NG SEG 4 REACH_ I I S 0 MGD
**•* MODEL_ SUMMARY DATA **.*
Discharger RUGBY JR HIGH SC OOL St-tbbasir7 04030
Receivincl Stream MILL POND CREEK--:: Stream Class: C
7010 0.6 Winter- 7010 : 0.7
Design TemperatUre 23 °C 3002
1LEN8THISLOPE 1 VELOCITY ;DEPTH ; K1 1 Ki ; K2 K2 1 KN ; KN ; KNR 1 KNR ;
1 mile 1ft/mi 1 fps 1 ft ; /day ; K0' ; /day ; 120' ; /day ; U01 1 /day 1 1200 1
-----------------------------------------------------------------------------------------------------
Segment 1 0.19;158.001 0.100 ; 0.11 1 1.05 1 0.91 130.36 ; 28.44; 0.00 ; 0.00 1 0.00 ; 0.00 ;
Reach 1 ; ; ; ; ; ; 1
-----------------------------------------------------------------------------------------------------
Segment 2 ; 0.851 48.40; 0.152 ; 0.41 ; 0.65 ; 0.57 ;14.16 ; 13.271 0.00 ; 0.00 ; 0.00 1 0.00 ;
Reach 1
Segment 2 ; 0.23; 48.40; 0.209 ; 0.48 1 0.69 1 0.60 119.39 18.171 0.00 ; 0.00 ; 0.00 ; 0.00 1
Reach 2 ; ; ; ; ; 1 1 1 1
-----------------------------------------------------------------------------------------------------
Segment 2 1 0.161 48.40; 0.222 ; 0.50 1 0.70 ; 0.61 120.67 ; 19.37; 0.00 ; 0.00 ; 0.00 ; 0.00 ;
Reach 3 ; ; 1 ; ; ; 1 1 ;
-----------------------------------------------------------------------------------------------------
Segment 3 ; 0.20; 50.001 0.105 ; 0.28 ; 0.66 ; 0.58 ;10.09 ; 9.451 0.00 1 0.00 ; 0.00 1 0.00 1
Reach 1
-----------------------------------------------------------------------------------------------------
Segment 4 ; 0.85; 28.20; 0.213 ; 0.60 ; 0.58 ; 0.50 111.55 1 10.82; 0.00 ; 0.00 ; 0.00 1 0.00 ;
Reach 1
-----------------------------------------------------------------------------------------------------
.x.**. INPUT DATA SUMMARY *.)(-*
Flow 1 CBOD ; NBDD ; D.O. ;
1 cfs ! mg/1 1 mg/1 1 mg/1
---------------------------------------------------------
Secment I Reach 1 '
Waste ; 0.017 :114.000 1 0.000 ; 6.000 1
Headwaters; 0.000 1 0.000 ; 0.000 ; 0.000 ;
Tributary ; 0.000 1 0.000 ; 0.000 ; 0.000 1
f Runoff ; 0.000 ; 0.000 1 0.000 ; 0.000 ;
--------------------------------------------------------=
Segment 2 Reach I
LL r 4 n I A= j t 1 G am I A nnn i A Awl

Headwaters; 0.000 ; 0.000 ;_ 0.000 ; -0.000 ;
} r' Tributary ; 0.160 ; 2.000 ; '0'.000 1''7.800 ;
* Runoff ; 0.470 ; 2.000 0.000 ; 7.800 ;
---------------------------------------------------------
Segment 2 Reach 2 ; ; ; ;
Waste ; 0.093 :135.000 0.000 ; 0.000 ;
Tributary ; 0.000 ; 0.000 0.000 ; 0.000 ;
t Runoff ; 0.470 ; 2.000 ; 0.000 ; 7.800 ;
---------------------------------------------------------
Segment 2 Reach 3 ; ; ; ;
Waste ; 0.023 ;118.000 ; 0.000 ; 0.000
Tributary ; 0.000 ; 0.000 ; 0.000 ; 0.000 ;
t Runoff ; 0.470 2.000 ; 0.000 ; 7.800 ;
---------------------------------------------------------
Segment 3 Reach 1 ; ; ;
Waste ; 0.015 :114.000 ; 0.000 ; 0.000 ;
Headwaters; 0.100 ; 2.000 ; 0.000 ; 7.800 ;
Tributary ; 0.000 ; 0.000 ; 0.000 ; 0.000 ;
f Runoff ; 0.050 ; 2.000 ; 0.000 7.800 ;
---------------------------------------------------------
Segment 4 Reach 1 ; ;
Waste ; 0.000 ; 0.000 ; 0.000 ; 0.000
Headwaters; 0.000 ; 0.000 ; 0.000 ; 0.000 ;
Tributary ; 0.000 ; 0.000 ; 0.000 ; 0.000 ;
t Runoff ; 0.310 ; 2.000 ; 0.000 ; 7.800 ;
---------------------------------------------------------
} Runoff flow is in cfs/mile

{ IGI -Lows Volm u`-.t Ll 3,L-I031,15Uo
IS c� ; �oo�c
HEWAT C,
g� i , a�oga �r►g , � � I'�'1 iLL
AA=ice G�►=� PbY�il�
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(rV C>(5
.q
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aim
�� �45� I I�C•f� � f i � , Lvau�SfarS,
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3,4L+ 9 ao� ' _ �4 ! (:o►drG� D
�ir�l6
l►= !�•8(oii� j 2 ! j ! �=(7•(9fi�3 ': olrn�cl 4
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06= U 4 cE5C�,A �j SCo cFs .Ito

,00la
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ca
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4�v�/v�=
,q7
,1/7
.q7
qkq
6' = 009C1
_ 7
-------------moo_-_=-._--- -----

' ► `
FOR DA .
FACILI
WASTE LOAD ALLOCATION REQUEST ,
Date of Request j O /.2 ell 7 b
ctual Facility
/ Proposed Facility
Needed L2��/ % Id ,
—
TO: Mike McGhee, Technical
Services
Date
FROM: r, 6Y.. ' `' 'kiw
0c0
Pipe No.(003
SUBJECT: Effluent Limits for
NpDES Permit No.
Of
)
Public Notice (805 )
D raft to
Permit Application Received (802 )
Type (400 )
) �JId
county (104 &' Mu
Discharger Name (103 )
m oA
b 4z
Longitude (116 )
Equi opulation erved (202
)
Latitude (115 )
r�
j Q Z
�S �
Q
I �S
I
208 Area (264 )
Subbasin(112 ) Stream Classification (269 )
201 Area (263 )
4,,,ar o -/- s4'y
"C
D¢ -03 -0 Z C /f&S
Receiving Stream (109 )
Drain. Area(267)
7/10 Flow(270) Ratio Waste 7/10 (303
M I CAL ?oA)a CafFle-
, . 3 tx;
o. s
Design Capacity (207 )
Design Temp rature (NKP) Elevation (NKP)
O , o is lh,6.D
z 3
z�vo
Location Discharger (NKP)
rincipal Product (NKp)
&4 A-1% t�'1� 14G �
--
S7uDFx7.l
Sanp Ze No.
305 (mg/Z)
310
ecaZ CaZiform Temperature DO (mg/Z)
41
100M1 31616 0 F 11 300
I - Mo. Average Concentration
01 3 O
70d
- Wk. Avera e Concentration
02
J - Minimwn Concentration
03
K - Maximum Concentration
04
M - MonthZy Avera e Loading
05
- WeekZy Average Loading
06
P - Minimum Loading
0i
Q - Maximum Loading
01
T - Frequency of AnaZ sis
0
W - Sample Type
1
-az
(m Z� 600 p?f (units)
I - Mo. Average Concentration
_ - Wk. Average Concentration
--_.
400
J - Minimum Concentration
..
K - Maximum Concentration
M - MonthZy Average Loading
- WeekZ-y Average Loading
P - IIZrnimwn Loading
'-gym m Loading
��re uencw o7 ,4na4sis

I - Mo. Averacre Concentra
- Wk. Avera e J Concentra
- Minimum Concentration
K - M
M _ MO mum Concentration
hl Avera e Loadi
WeekZ Avera e Loadin
P ` Mini
"► Loadin
Q ' Maximum Loadin
Frepuene2
� of AnaZus� G
w - Sarrrp le z4ve
31
32
33
34
35
36
37
38
39
40

1-7-77
rrn e H
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: �j,( bV �f7 s
Areawide (208) Planning Area LAn� � `Se?i
Facilities (201) Planning Area: AIDtcj2 1;ne►A4e-J
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs)
,
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
g ,�
Stream Velocity (fps)
_
Stream Depth (ft)
,
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
,
7/10 Yield (cfsm)
01319
Design Temperature (oC) Z
Groundwater Runoff (cfs/mi)
It
Deoxygenation Rate (Kl Base e)
Reaeration Rate (K2 Base e) Z
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. mg/1
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
,O/LS
BOD5 (mg/1)
Ammonia Nitrogen mg/l
Dissolved Oxygen mg/1
Total Suspended Solids (mg/1) —
p
Fecal Coliform (R/100 ml)
D O
pH (S.U.)
—
D. COMMENTS
DO
U05at
— 40— mg/1
0.0 .OIS .Us
Detl`n Flow [m;d]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE

t
FOR DATA MANAGEMENT USE ONI,`
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST 7-7 7
ljo;K Actual Facility c3 � y
Proposed Facility Date of Request / C) /.2 el ;p k.
TO: Mike McGhee, Technical Services Date Needed Ll /
i
FROM: A 6Y, ' + /or N 0%.. y Uj x C
SUBJECT: Effluent Limits for NPDES Permit No. (001 ) 6 Pipe No. (003 )
Permit Application Received (802 ) Draft to Public Notice (805 )
Viscnarger Name (103 )
L� 34z. 14
County (104 )
146NQGRSOA)
Type (400 )
Mu / -71d
Equi'Population erved (202 )
l oas
Latitude (115 )
�3S °a ' 3
Longitude (116 )
a"3 I ' O Z P
201 Area (263 )
208 Area (264 )
44,na( o -/- S'ry
Subbasin(112 )
04- -03 -o Z
Stream Classification (269
eli%U „ C
Receiving Stream (109 )
M. CL 1)o&)a &Mk-
Drain. Area(267)
, , 3 �
7/10 Flow(270)
o. 5
Ratio Waste 7/10 (303 )
Design Capacity (207 )
Design Temp rature (NKP)
Elevation (NKP)
zoo
Location Discharger (N/KP))�,
AP 1) n4t kL-.`` P
Principal Product (NKP)
S7e,40 6 _f
Sawple No.
41
BOD5(mg/Z)
310
eeaZ CaZiform
100mZ 31616
Temperature
a F 11
DO (mg/Z)
300
I - Mo. Average Concentration 01
.3 O
Z-O D
_
- Wk. Avera e Concentration 02
J - Minimum Concentration 03
K - Maximwn Concentration 04
M - MonthZy Average Loadin 05
- Weekly Average Loadin 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Frequency of AnaZ sis 09
W -S Ze Zype 10
To aZ
530
NH3-N
(m Z) 600
p7l (units)
400
7.Ste,
I - Mo. Average Concentration 21
30
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MonthZy Average Loadin 25
- WeekZy Avera e Loading
P - Minimwn Loadin
Q - Maximum Loadin
T - Frequency o AnaZ sisW
- S Ze T e
UOD (NKP)

I -
Mo. Average Concentration
31
-
Wk. Average Concentration
32
J -
Minimum Concentration
33
K -
Maximum Concentration
34
M -
MonthZy Average Loading
35
-
WeekZy Average Loading
36
P -
Minimum Loading
37
Q -
Maximum Loading
38
T -
Frequency of AnaZ sis
39
W -
Swnple Type
40

e