NC0066664_Complete File_20170825_20240227

K � 1
Wafer Resources
ENVIRONMENTAL QUALITY
'10 30�
ROY COOPER
( ovelwo)
MICHAEL S. REGAN
S. JAY ZIMMERMAN
Direc7ur
August 25, 2017 Laserticne
Mr. Martin Ballard
Director of Facilities
414 4th Ave W
Hendersonville, NC 28739
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hereby rescinded, effective immediately.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,
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
htips://deq.nc.gov/about/divisions/water-resources/water-resources-pennits/wastewater-branch/npdes-wastewater-pern its

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 & NCO066681- West Henderson High School
Disconnect Dates
13.7
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
<[e-mail]>
Cc: Davidson, Landon <[e-mail]>; Weaver, Charles <[e-mail]>
Subject: Re: NCO066664 - Rugby Middle School & NCO066681- 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.Heim n,ncdenr.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

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(a)ncdenr.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
do Caldwell
Superintendent
[phone]
IF@bo_cal W1 KI/HCPSNC
hrcaldwell aghcpsnc.org
"Be Somebody who makes Everybody feel like a Somebody. " Kid Presidew
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

I
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).
2015. This final permit includes no major changes from the draft permit sent to you on July 15,
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]/hffp://portal.ncdenr.org/web/Wq
An Equal Opportunity/Affirmative Action Employer — 501/6 Recycled/101/6 Post Consumer Paper

4
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-pen-nit-shall become-effective-Decemb-er 1-2015. -- -
This permit and authorization to discharge shall expire at midnight on November 30, 2020.
Signed this day November 3, 2015.
S.1
Z")
Y.U., Director
Damon of Water Resources -
By Authority of the Environmental Management Commission
Paget of 6

Permit NC0066664ii►
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 Permit NCO066664
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
-
DRAFT
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
HARACTERISTICS LIMITS
MONITORING REQUIREMENTS
Monthly DailyMeasurement Sample
rameter Code Average Maximum Frequency
Sample
T e
Location
Flow
50050 0.015 MGD
Weekly Instantaneous
Influent or
BOD, 5-day (20°C)
Effluent
C0310 30.0 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
Effluent
Fecal Coliform (geometric mean)
31616 200/100 ml 400/100 ml
Weekly Grab
Effluent
Total Residual Chlorine2
50060 28 µg/L
2/Week Grab
Effluent
Temperature (°C)
00010
Weekly Grab
Effluent
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 DV R's eDMR application system. See Special Condition A. (2).
_2._ _The Division--shall-consider-all effluent TRC values reported below50 µg/L to lie in—
compliance with
the permit. However, the Permittee shall continue to record and submit all values reported by a
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 II 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
Beginning 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 mtemet. 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 forms 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.nedenr.org/web/wq/admin/bog/ipu/edmr
Page 4 of 6

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Henderson County Public Schools Facility
Rugby Junior High School Location X
County Henderson Stream Class: WS-IV (not to Scale)
Receiving Stream: Mill Pond Creek Sub -Basin: 04-03-02
Latitude: 35o 22' 30" USGS Quad: Horse Shoe
Longitude: 82030'00" HUC#: 06010105 NORTH NPDES Permit N00066664
Page- o0

North
Notice of Intent to Issue a NPDES Wastewater
Permit
or
to
and
re -
Henderson Countyy Public 5choots eauested re-
newal of NC0066664 for Rugby Jun{or H(gh
School W WTP in Henderson County; this per-,
milted discharge is treated wastewater to Mdi
Pond Creek French Broad River Basin.
Carolvn F. Edmunson reauested renewal of
4, 2015
of
to
ASHEVH-LE
CITIZEN TPHS
VOICE OF THE MOUNTAINS • CITIME T1MES.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
Sworn to and subscribed before me the 4th day of
Sevteikber, 2015—.---- �1
otttry Public) �ay
MyCossion expires the 5th of October, 201� '
A,e
[phone] �OTAR.r
[phone] FAX
14 O. HENRY AVE. I P.O. BOX 2090 1 ASHEVILLE, NC 28802 1 [phone] `
a Niel 1r,
u'rl VIMW 0
•••,,,'�,,, IBA CCU..,

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
HUC #
06010105
Receiving Stream
Mill Pond Creek
Stream Classification in Permit
WS-IV
Does permit need Daily Max NH3 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/adminibog/ipu/edmr.

TREVCO
FNVIRONMENTAXL * NtUNTEN-ANCE * CNSTRUCTiON
2020 Howard Cap Road
Hendersonville. N.C. 28792
Phone(8-'18)691 ?191
Fax 1,828}696-8931
5/12/15
Permit Renewal Request
Wren Thedford
�-I
RECEIVED/DENR/DWR
MAY 282015
Water Quality
Permitting Section
Please find enclosed a permit renewal package for Rugby Middle School
(NPDES permit # NCOO66664). 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

<Da1e>_5--//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 100% domestic wastewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Resources / NPDES Program
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit C0066664
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 o 2015
Telephone Number [phone]
Mter Uuahty
Fax Number [phone] Permitting 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 40' Ave West
city
Hendersonville
State / Zip Code
NC 28739
Telephone Number
[phone]
Fax Number
[phone]
e-mail Address
�� /� , C� ; kC, OV7Q

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 applyr
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
S. 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
?. Name of receiving stream(s) (NEW applicants: Provide a map showing the exact location of each
outfall).
Mill Pond Creek
S. 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 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 0.01 MGD (for the previous 3 years)
11. Is this facility located on Indian country?
❑ Yes ® No
12. Effluent Data
NEW APPLICANTS: Provide data for 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 (BOD5)
24
11.8
Mg/1
Fecal Coliform
600
360
Col. / 100mi
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
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.
Martin Ballard Facilities Director
Printed name of Person Signing Title
_22­2 r- /5
Signature of Applicant Date
North Carolina General Statute 143-215.6 (b)(2) 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.)

21020 Howard Gap Road
Hendersonville. NC 28792
Phone (8-$)696-897;
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:
J�evor C. McMinn
(Owner, Trevco.
Date:5/12/15

1~ '
Aria
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 4ch 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,
o 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 Carolina
Internet: http:l/portal.ncdenr.org/web/wq/home NaturallY
An Equal Opportunity 1 Affirmative Action Employer

e
Permit NCO066664 A `
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
:u 1
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, II, 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

%k '
• Permit NCO066664
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-IV waters in sub -basin 04-03-02 of the French Broad River Basin.

DIOSCHARGE
1i Y
/ —
UFB 25, , -KInHS nd6e � / � - / �c ,.-a •• �� - 1 .
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-2018
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%\gyp
Henderson Co. Public Schools
Rugby Junior High School
County:
Henderson Stream Class:
WS-Iv
Receiving Stream: Mill Pond Creek Sub -Basin:
040302
Latitude:
35' 22' 30" Grid/Quad:
Horse Shoe
Longitude:
82' 30' 00" HUC#:
06010105

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
CHARACTERISTICS
LIMITS
MONITORING REQUIREMENTS
Monthly
Daily
Measurement
Sample
Sample
Parameter Code
Average
Maximum
Frequency
Type
Location
Flow
0.015 MGD
Weekly
Instantaneous
Influent or
50050
Effluent
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 1— October 31
'
21.0 mg/L
35 mg/L
2/Month
Grab
Effluent
00610
NH3 as N - November 1 — March 31
2/Month
Grab
Effluent
00610
Fecal Coliform (geometric mean)
200/100 nil
400/100 nil
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/l to be in compliance
with the permit. However, the Permittee shall continue to record and submit all values reported by
a North Carolina certified laboratory (including field certified), even if these values fall below 50
µg/1.
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.

RENEW
North Carolina Department of Environment and Natural Resources
Division of Environmental Health
Beveriy Eaves Perdue Terry L. Pierce
Govemor Director
October 10, 2010
MEMORANDUM
To: Maureen Scardina - Through Jim McRight
NPDES Unit
From: Jim Adams, PE
Regional Engineer
NCDENR PWS
Asheville Regional Office
Subject: Review of Draft NPDES Permit NCO066664
Rugby High School WWTP
Henderson County
Dee Freeman
Secretary
Z(0NSE:
ncur with the issuance of this permit provided the facility is operated and maintained properly, the
ed effluent limits are met prior to discharize, and the discharge does not contravene_ the desi_ prated
water quality standards.
ElConcurs with issuance of the above permit, provided the following conditions are met:
ElOpposes the issuance of the above permit, based on reasons stated below, or attached:
Signed:
Public Water Supply Section — Jessica G. Miles, Chief
Asheville Regional Office
2090 U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone] Internet: ncdrinkingwater.state,mus
i
Date: 144W to
NoLCarolina
Natural&
An Equal Opportunity 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.
k7G r h QLAts Notary Public
Deborah H. Owen
My Commission Expires March 1, 2011
Times -News
A PART OF
The NeNvYorkTiJnes
Company
PUBLIC NOTICE
North Carolina
Environmental
Management
Commission/NPDES
Unit 1617 Mail Service
Center
Raleigh, NC
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-
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:
www. ncwaterquality.org,
or by calling (919)807-
6304.
.1uu.uv..u. ­P.GJ - .p I-) ca'-il
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 Etowah 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.
R 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
Faciliy 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-
wastewater to Mill Pond
solved oxygen, fecal
Creek, French Broad
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
yBasin.
( 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 1 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.
I 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

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.

TREVCO
ENVIRONjMEN'l'AL MATNTENANICE * CONSTRUCTION
2020 Howard Gar, Road
Hendersonville. N.C. 29792
Phone [phone],
Fax(8—�8)696-8971
Ih
424/10
M
MAY - 5 2010
Permit Renewal Request
Mrs. Dina Sprinkle
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' ere
�v c N—L
Trevor C. McMinn

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic w stewaters <1.0 MGD
Mail the complete application to:
N. C. DENR / Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit OCOM6664
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 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. (Note that this is not
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]

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 applyr
Industrial
❑
Number of Employees
Commercial
❑
Number of Employees
Residential
❑
Number of Homes
School
®
Number of Students/Staff 9 8 1
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Public school
Population served:
S. 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 outfallp
Mill Pond Creek
8. 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 100°r6 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 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 monody average. If only one analysis is reported, report as daily maximum.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BOD5)
16.5
8.4
Mg/L
Fecal Coliform
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.
®J b C�t�i///�/I �G�JllloXi l %laGla7J�
PiTled name of erson Signing Title
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 troth, for a similar offense.)

2020 Howard Gap Road
Hendersonville. N.C. 28792
Phone[phone]
Fax [phone]
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(bx5)(B) with DEM Central files) for the Rugby Middle School: NPDES#NC0066664 evidenced
by the signatures below.
Authorized signature:
Trevor McMinn
Cu-U4-,
Operator in Responsible Charge
Authorizing Permitee
Bo Caldwell
we
Date: �{l1G l2s/e

0
2020 Howard Gap Road
Ilendersa3ni11e_ NC 28792
Phone [phone]
Fax [phone]
Sludge Management and Treatment Description
Mr. Bo Caldwell,
Trevco and Operator in Responsible Charge, Trevor McMinn (cert.#15094) 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 # NC0066664
Description of Treatment Process:
A 0.015 MGD extended aeration wastewater treatrent 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 60%. Excess sludge will be wasted to the digester
and thickened for cost effective hauling. Hauling will be by Miike'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:
Tre, r C. McMinn
r C At --,--
Owner, Trevco.
DateA /7-1 10

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
M out re .o g a /
Permit Number
M COQ
Facility Name
Basin Name/Sub-basin number
'f0t/-03—c)�
Receiving Stream
1 i l i Pond
Stream Classification in Permit
} 'S— I
Does permit need Daily Max NH3 limits?
NO
Does permit need TRC limi angua e.
No If Yes, add TRC language below
Does permit have toxicity testing?
Ye If Yes, attach tox data summary
Does permit have Special Conditions?
Ye 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
Any obvious compliance concerns?
Attach BIMS Report; discuss with Region
Any permit mods since last permit9
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/l 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
A0ae.hot

�0 WAT�cRQ
_O G
7
Michael F. Easley, Governor
State of North Carolina
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
�O Alan W. Klimek, P.E., Director
Division of Water Quality
November 14, 2005
Mr. Jack Robertson
Henderson County Public Schools
414 4`E' Avenue West
Hendersonville, North Carolina 28739
Subject: NPDES PERMIT ISSUANCE
Permit Number NCO066664
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,
C� 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, II, 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

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-IV waters in the French Broad River Basin.

DISCHARGE
LOCATION -�
-
t t UF8 25 KInIIS ridge
207#�
71
IT iy \�' s f F���n ero cn )r
Fe • i� tJF ���
rz
J Alt
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t= y s
t
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i
RV 6 �,� ��17 �S6.v� Ch��., � tta�re� dF �l i • ��� l ;V',� �vt /� �t..,�ti�
``-.' _ . .. .. f �t{•.rt / `� i .7r"� (G b } . 4
X
k}{F.4§Jj'n,•} .. ri. .
3
S
.fix
�l .1-` ~< � y ��/� _-_.�� � Jim .�. t+� " t �� r 'r` •i � •.
a
'aJ 1'
f
t
Henderson Co. Public Schools
Rugby Junior High School
County: Henderson Stream Class: WS-N
Receivina Stream: Mill Pond Creek Sub -Basin: 040302
Latitude: 35° 22' 30" Grid/Ouad: Horse Shoe
Longitude: 82' 30' 00"
Facility
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;
LIMITS
MONITORING
REQUIREMENTS
CHARACTERISTICS
Monthly
Daily
Measurement
Sample
:Sample Location
Avera e .
Maximum'
Frequency
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
21.0 mg/L
35 mg/L
2/Month
Grab
Effluent
(April 1 — October 31)
NH3 as N
2/Month
Grab
Effluent
(November 1 — March 31)
Fecal Coliform (geometric
200/100 nil
400/100 nil
Weekly
Grab
Effluent
mean)
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
Temperature K)
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
ern
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
ne
NorthCarolina
Naturallif
1634 Mail Service Center, Raleigh, North Carolina 27699-1634 ♦ Telephone: [phone]
Main Fax: [phone] ♦ Lab Forms Fax: [phone] ♦ Internet: http://ncdrinUngwater.state.nc.ust
An Equal Opportunity/ Affirmative Action Employer - 50 % Recycled', 10 % Post Consumer Paper

PUB
. S,
NORI
ENVI
CO
1617 h
NOT'
INTI
On the
staff, i
cation'
Statutc
low S
tawful.
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waste
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publ
tice.
ceiv
are
not
cis
INA 8;r.
TTAILHennderson County
NT Iic, Schools,,- 3600
N/ wood Road, Hende
Iville, tNorth Cm
VICE has applied fors ref
of '— NPDES P
UE
County- T 1 O" . dischar9
fICility
R
treated wastewoter
pond, Road In tl
7%,
t i"s
Mill
French Broad River B
iorou9.
sin. ':'Currently, CBC
,ammonia nitrog
_app11
*0
and
' • oualitY In
3ene
Fubli
are water
tied. This - dischar
affect futureat
cthe
-"
may
cations in this portion
s an
No,
the watershed.
ronmen
l Corporal
ter Quality may aecl,
to hold a public meetu
for the proposed .pern
should the. Division r
cetve a significant c
gree of public interest.
;Copies of"the draft'P
mit io format on onp I
ins •IP
used td':determine c
ditions.- present in
draft permit arB . av
` '
able uponrequest
payment of the costs
reproduction-
andforM rlequ
for NC lDivision10of WI
Quality at the above
dress or colt, the P
7 350083,Bextc520 or�
Please Include -
NPDES permit nur
(attached) in any
I munication r
inte
Of I
its
i­ s j, Mountain• I'll-
-
yy�Tp in 'Hend
,ountY TWSJ scmh
acilrfY
rented Wastewatr
3n . _Unnamed Trit
Ito -in
thehF rench
BOD,, mimonia r
gen, fecal coliforr
total residual _ ll
70-for
in
This
waste
Imo- a�4j�'
AFFIDAVIT OF PUBLICATION
.BUNCOMBE COUNTY
�SS.
,^ORTH CAROLINA
Before the undersigned, a Notary -Public of said
oCounty and State, duly commissioned, qualified and
fa authorized by law to administer oaths, personally
ea appeared Darryl Rhymes, who, being first duly
osworn, deposes and says: that he is the Legal
Ba Billing Clerk of The Asheville Citizen -Times,
�c
n< engaged in publication of a newspaper known as
,The Asheville Citizen -Times, published, issued,
'e I
rw and entered as second class mail in the City of
'fit Asheville, in said County and State; that he is
' a authorized to make this affidavit and sworn
ree
e� statement; that the notice or other legal
nttr
oaf advertisement, a true copy of which is attached
na s hereto, was published in The Asheville Citizen -
Times on the following date: September 30, 2005
on ion o
Rive paper in which said notice, paper, document or legal
utili advertisement were published were, at the time of
or 'r.
s r Ni k�ch and every publication, a newspaper meeting all
er of the requirements and qualifications of Section 1-
horge 597 of the General Statues of North Carolina and
ter t
er th was a qualified newspaper within the meaning of
D, am Section 1-597 of the General Statues of North
feca
resi
Wale , Carolina.
Camv''�udaea w.K rtnura.vi. .
Hendersonville : N portion of French Broa Siped this 3rd, October 2
Carolina 28739 ;° River Basin '
pliedE for gene permi SKF USAF Inc ." tlit j
NPDII �}
i N00033430 fore t,InCHe iAdams
am PA 19403 Norris.
as as
Judaea w ou i
Berson County T .. pltfo� Full'! l i
,permuted facilitys NPDE5 s ».ie
chorges Treated NC0086088 for the Gime (Signature of per n making affid )
'H, Site W Buncombe Coun
wateK to 4 ty This. permitted fa
Cree iR the gCur I cility discharges treat
Broaiver BaF>
re ly-I.-f16tB°O rayw_ G shesu�Creekr in th Sworn to and subscribed before me the 3rd day of
�r�pt{y,�n edh I French Broad River Bor
or
a October 2005
discharge may E a sin Currently TSS I
future allocations in IN I water . quatitr limited
portion of the water This discharge t .y of
shed;-: Gw s fact future allocations i 30 �F
this portion of Th p` n
d French; Broad River Ba
Henderson CouMy�Pub
lic Schools,- Hay
wood Road, <SSOuiheas
of Rugby, North Coroli' September 30, 2Do5 (Notary blic)
no has -applied for. re (1589) .� .�
newai. of NPDES'permi My Commission expires the 3rd day gf eriie4—
NCOD66664'f. its Schobo UBUC
sw�PY' High e 2008. : W t in Head tt G U
County This pe
�J facility u ` discharge
treated wastewater t �,os Orr18— 0�
Mill .Pond Creek in,th 80°,rrrislvfaN`
French Broad River Ba
sin. Currently,CBO
and ammonia nitroge
iwaud9
fed.This -quality
may affect future alb
cations in this Portion o
the watershed..,
Im

James & James Environmental Management, Inc.
814-B Kannga 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:
t'
J U N 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.enr.state.nc.us/NPDES/
North Carolina NPDES Permit Number INCOO (D
Please print or type
1. 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 E
Street Address or State Ri
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 MGD flow)
4. Description of the existing treatment facilities (list all installed components with
capacities):
5. Description of wastewater (check all that apply):
Tyne 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):
TTYRe Permit Number
RCRA
Non -Attainment
UIC
Ocean Dumping
NPDES�aGi�o�
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 PEkwr RENEWAL- SHORT FORM D
To be filed only by privately -owned dischargers of 100% domestic wastewater (<1 MGD flow)
9. Name of receiving stream(s) (Provide a map showing the exact location of each outfall):
Fj1 i i � 7C, nJ CrCI e.K
10. Is this facility located on Native American lands? (check one)
YES ❑ NO 0
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.
J FFQZ1 a 796AL�waJ
Printed Name of Person Signing
ASSiSA_AI-iT PRa1-4GiP131
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 riles 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, shall be guilty of a misdemeanor punishable by a fine not to exceed $10,000, or by
imprisonment not to exceed six months, or by both. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or
imprisonment not more than 5 years, or both for a similar offense.)
Page 3 of 3 Version 72102

FACT SHEET FOR EXPEDITED RENEWAL
Permit Number
AJ L (-)C) 62 (D (D
Facility Name
tu And"
Reviewer
Basin/Sub-basin
40 3�
Receiving Stream
Stream Classification in permit
C,
Stream Classification in BIMS
Is the stream impaired (listed on 303(d))?
Is stream monitoring required?
NO
Do they need NH3 limit(s)?
Do they need TRC limit(s)?
Do they have whole -effluent toxicity testing?
p
Are there special conditions?
NO
Existing Expiration Date
l 3U j
Proposed Expiration Date
Miscellaneous Comments:
! 3 o3 C'I -
F
r
If expedited, is this simpler, permit or a more difficult one?
0m,

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'h 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,
3wr
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

UFB 25, Kinds ridge
207�
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QuM Name: 1-bm SbDe
Stmm CIMS: c CRugby Jr. High Sebool
Receivim Sbeem MW Pbnd reA NCO066664
Notth 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 4tn Avenue West
Hendersonville. North Carolina 28939
A 16. IT
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
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
iksheville Regional Office/Water Quality Section
ES Unit !
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:/lh2o.enr.state.nc.us/NPDES

F
Permit NCO066664
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
i 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, I11 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

Permit NC0066664
a
SUPPLEMENT TO PERMIT COVER SHEET
Henderson County Public Schools is hereby authorized to:
a
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- d-echlorinator
♦ 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 treatmen orks at the to ation specified on the attached
map into Mill Pond Creek, cl sified C waters i# the French Broad River Basin.

Dkqcbarge
Location
UFB 25, Kings ridge t __-� / c._,sr-.—• '(�
\\ -2.\ ;'h J• t317 ��♦\ j x t'' l.�a ' O ` o _,�� i/'
to 1 1 r �, 171
BMiLHT 1(fiIAe __ C}� �`� / • �.. -,
�� \� ` •� 213— 1,�\..' r \\ /�\`� �,j�� 1 j _\-'�T�. '....' , I pp
-t��--1-• �- �J Lam/ �/' -�1\ �\ / r /1 �/ i l) Pond em •..� % ` _ �.i �
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MP
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lj•(;�} -- ;� � ��\-4v74
.--,\� ^••'��'�� l ..�,'� �'j\`���"' �,rx�'1„J�� f� /jJ},� �B/ \��azs t� _ F'
`1 - i S' -1 \ 1' �,i \\' /.�-` - 2• / /\`;� I ) •�/)/J N f� 1l /'y''#v t V�`-��,\�` l �I(i� " w.�`_ �.
LA
UF
' \• \ 1. / �\ b . •a �11 �\`� v //. ri i. /•
i ) D l {' �/�i' �\ , S. I! • ` V tip) `f \ i
Facility Information Facility
L-dtude: 3s°22." Sub -Basin: "03-02 Location f�
Loneibide: 82'30' 00'
Quad Name: Horse Sloe
Stream Class: C Rugby Jr. I I)gh School
Receiving Stream Mill Pond Creek No rt/ I i Nam'
Henderson County

Permit NCO066664
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
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
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)
-M
2/Month
Grab
Effluent
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
2/Week
Grab
Effluent
Temperature (°C)
7�
Weekly
Grab
Effluent
pH'
Weekly
Grab
Effluent
vG4o
S imva'
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

Notary Public v
My commission expires: % '_qc' -o �
Better Business Forms [phone]
n8-5083, 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-
bury Street, Raleigh, NC
27604-1148 between the
hours of 8:00 a.m. and
5:00 p.m. to review infor-
mation on file.
ufni)An)ee 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 �8704 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
NCO074110, 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 qualiv limited.
This discharge may of
fact future allocations in
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
NCO075311, Henderson
County Utilities Dept.
Mud Creek South
WWTP, 101 East Allep
Street, Hendersonville,;,
NC 28792 has applieti
for a permit renewal for a
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
n.Y .

PUBLIC NOTICE
NPDES Permit Number
NC0068764, La Vista Vil-
this ortion of the receiv
p
STATE OF
lage Condominium Asso-
ing stream.
NPDES Permit Numbe
NORTH CAROLINA
cation, 99 La Vista
NC0033430, Camp Ju-
Drive, Arden, NC 28704
daea, 1996 Cliff Valley
ENVIRONMENTAL
has applied for a permit
Way, Suite 104, Atlanta, '
T L w
MANAGEMENT
renewal for a facility to
GA30329 has applied .
NORTH CAROLINA
COMMISSION/NPDES
UNIT
Gated in Henderson
County discharging treat-
for a permit renewal fora
located in Hender-
HENDERSON COUNTY _
-"""
1617 MAIL SERVICE
ed wastewater into an
facility
son County discharging
CENTER
RALEIGH, NC
unnamed tributary to
McDowell Creek in the
n#o
treated
sCreekein WO
AFFIDAVIT OF PUBLIC N
27699-1617
French- Broad River Ba
sin, Currently ammonia &
Henderson
French Broad River ae,-
�_—, ,
�
sin. Currently ammonia, -.
Cn
Before the undersigned, a Notary Public of ai ounW, � �--.,
NOTIFICATION OF IN-
TENT TO ISSUE A
fecal coliform are water
quality Limited. This dis-
fecal coliform and tote
chlorine are wa. '
and State, duly commissioned, Qualified, an but orizeW
NPDES WASTEWATER
charge may affect future
residual
ter quality limited. This
by law to administer oaths, personally ap G.-
PERMIT
allocations m this portion
the
discharge may affect fu`
this
-�� z - ~' �
n r-,
On the basis of thorou h
g
of receivin stream.
g
NPDES Permit Number
ture allocations in
the receiving
m x cr -_
staff review and applica
NC'0066664, Henderson
portion of
stream.
tion of NC General Stat-
County Schools - Rugby
NPDES Permit Number
>:k o Ir _
ute 143.21, Public law
Junior High School, 414
Hi hland
who
being first duly sworn, deposes and says f �1 is G :
92 500 and other 1as�ful
standards and re ula-
9-
4th Avenue West, Hen-
dersonville NC 28739
Lake 3nn0& Conference
Center, P.O. Box 1026,
-
tions, the North Carolina
has applied for a permit
Flat Rock, NC 28731 has ,
c - " -- —
Environmen;tal Manage-
renewal for a facility lo-
per re-
applied for a p
�,_
ment Commission Qro-
.Gated •in Henderson
for a facility local'
_
poses to issue a National
County discharging treat-
newal
ed in Henderson County '
of Hendersonville Newspaper Corporation, engaged in the
Pollutant Discharge Elim-
g
ed wastewater into Mill
discharging treated ,
Publication of a newspaper known as The Times -News,
ination System 6N*DES
wastewater d
Pond Creek in the
French Broad River Ba
Un-
wastewater into to Kin
Published, issued, and entered as second class mail in the
ischar a
permit to the persons
�)
sin. Currently ammonia
named Tributary
Creek in the French '
City of Hendersonville, in said County and State; that he is
listed on the attached a-
P
and fecal coliform are
Broad River Basin. CUJ
authorized to make this affidavit and sworn statement;
that
ges effective 45 days
from the date
water quality limited. This
discharge may affect fu-
rently ammonia & fecal
quality '
the notice of other legal advertisement, a true copy of
which is attached hereto,
publish of
this notice.
tore allocations in this
coliform are water
limited. This discharge
was published in The Times-
News on the following dates:
Written comments
regard-
Portion of the receiving
stream.
may affect future alloca-
of the
ing the proposed permit
NPDES , Permk Number
lions in this portion
tionsreceiin g stream.
will be accepted until 30
NC0083313, Brookside
NPDES Perm�Lakewo
days after the publish
Villa a Association, 630
g
NC0074136, d
date of this notice. All
Brookside Camp Road,
RV ParkT, Route t, ,
RV NC
comments received prior
Hendersonville, NC
Flat Rock,
to that date are consid
28792 has 'applied for
26731 has applied fora
ered in the final determi-
permit renewal for a fa-
permit renewal for a fa"
nations regarding the
cility located in Hender-
cilit located m Render -
and that the said newspaper in which such notice, paper,
proposed permit. The Di-
rector of the NC Division
son County discharging
treated wastewater into
son County discharging
treated wastewater into
document, or legal advertisement was published was,
of Water Quality may de-
Featherstone Creek in
Dunn Creek in the
at
the time of each and every publication,
cide to hold a public
the French Broad River
French Broad River Ba=
a newspaper meet-
ing all of the requirements and qualifications of Section 1•
meeting for the proposed
permit should the Divi-
Basin. Currently ammo-
nia, fecal coliform & total
sin. Currently ammonia &
are water
S97 of the General Statutes of North Carolina and was a
sion receive a significant
residual chlorine are wa-
fecal coliform
quality limited. This dis-
qualified newspaper within the meaning of Section 1-597 of
the
degree of public interest.
Copies of the draft
ter quality limited. This
discharge may affect fu-
charge may affect future
inthis portion
General Statutes of North Carolina.
permit
and other supporting in-
ture allocations in this
allocations
stream.
(�
formation on file used to
portion of the receiving
of the receiving
NPDES Permit Number
This ---�_ day of _ 20 �Q
determine conditions
stream.
NC00000941 Fletcher
P.O.
present in the draft per
NPDES Permit Number
Warehousing Co..
i51(�NEDI
mit are available upon I
request and payment of
NC0066362; Benson
Apartments, 16,1 Brook-
Box 457. Swannan
27778 has applied
the costs of reproduction.
side Camp Road, Hen-
NC
fora permit renewal for. �t
Sworn to and L scribed before me, this k
Mail comments andlor
dersonville, NC 28792
has
facility located in Hendef-;
requests for information
applied for a permit
son County discharging.
into
to the NC Division of Wa-
renewal for a. facility, lo-
treated wastewater
��_,� B ,1z.7
day of---..i„ ( 4
20
ter Quality at the above
c8ted in Hend.Qrson
French Broad River !n
p ,i
address or call Ms.
Count dischar m treat-
y discharging
the French Broad River`

Board of Public Education
Ervin W. Bazzle, Chairman
Brenda O. Brock, Vice 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.
J
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."

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
1. Facility and Address:
2.
3.
M
Date of Investigation:
No
Rugby Middle School
414 Fourth Avenue West
Hendersonville, NC 28739
October 5, 1994
Report Prepared By: Paul White
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' 52"
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): 10% 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
;Water Qualit Regional Supervisor
/% e�_
Dat
Page 4

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
-M t ADL6-,
Name of Facility: U Z.131/
Owner or Contact Person:o`YI J L4 U�l�CTrc�Z
Mailing Address: R%f1 z1/G- u/• /�E,yl�En'Sa�V/i/1 LC iVC z`b�3�
County: Telephone: -7vq —077- Z� 73),
Present Classification: T(: New Facility Existing Facility__
NPDES Per. No. NC00(o 6 _ Nondisc. Per. No.WQ Health Dept.Per No.
Rated by: A-Lt L_ i UgZ TE Telephone: 7ou- Date: L�
Reviewed by: Health Dept. Telephone:
v� T e ire, Regional Office Telephone: boy z5/-GEC
Central Office Telephone:
ORC: r� ARY Grade: 4L Telephone: Y -,Z5 iv -5/6 9
Check Class ification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) I III IV Total Points: LK:'
SUBSURFACE CLASSIFICATION
(check all units that apply)
1. septic tanks
2. pump tanks
3. siphon or pump -dosing systems
4. sand filters
5. grease trapAnterceptor
6 oil/water separators
7 gravity subsurface treatment and disposal:
8. pressure subsurface treatment and disposal:
SPRAY IRRIGATION CLASSIFICATION
(check all units that apply)
1.
preliminary treatment (definition no. 32 )
2.
lagoons
3.
septic tanks
4,
pump tanks
5.
pumps
6
sand filters
7-grease
trapinterceptor
8.
oil/water separators
9.
disinfection
10.
chemical addition for nutrient/algae control
11. spray Irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater In excess of these components shell
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION (Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class 1 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 ff Appropriate)
1. Oil/waler 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 dispos,J;
6. Aquacullure operations with discharge to surface waters;
7. Waler Plant sludge handling and back -wash water treatment;
B. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted after July 1,
1993 or if upon inspection by the Division, it is found that the system is not being adequately operated or maintained. Such
systems will bo notified of the classification or rocassificalion by the Commission, In writing.

• 7.5 MINUTE SERIES (TOPOGRAPHIC) 193-SE - .tv
IE 19 Mi.
1.9 Mr. R32' O'360 1361 950 000 FEET 1 362 1363 S2' 35°22'30'
(UFB 25, Kings ridge
207p It
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/ 71 F},-/, Brad Ch A`\\ 1 ~� 1 00 L G o� �Oi0 b o�
1i
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/1
o ,I ,,� � ) � • � .II 600 000
FEET
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/i Sf"`� ef?Ch• > �� \ • /8 �n . 3912 J
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The following scale is used for rating wastewater treatment facilities: (circle appropriate points)
POINTS
REM
( 1) Industrial Pretreatment Units or Industrial Pretreatment Program (see definition No. 33)...................................................4
(2) DESIGN
FLOW OF PLANT IN gpd [not applicable to non-oontaminaled cooling waters, sludge handling facilities for
water purification
plants, totally closed cycle syslems(see definition No. 11). and facilities consisting only of hem
(4)(d) or
Items (4)(d) and (I1)(d))
0 - 20.000.............................................................................................................................................
20.001 - 50,000.....................................................................:................................................................2
50,001 100.000....................................................................................................................................3
100.001 - 250.000...................................................................................................................................4
250.001 - 500,000..................................................................................................................................5
500.001 - 1,000,000...............................................................................................................................18
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 LINRS/PROCESSES (soe defirialon No.32)
(a)
Bar Screens.............................................................................................................................................�
(b)
or
Mechanical Screens, Static Screens or Comminuting Devices ......................................................................... 2
(c)
Grit Removal..............................................................................................................................................1
(d)
or
Mechanical or Aerated Grit Removal.............................................................................................................
(a)
Flow Measuring Device...............................................................................................................................1
(1)
or
Instrumented Flow Measurement................................................................................................................2
(g)
Preaerallon...............................................................................................................................................2
(h)
Influent Flow Equalization..........................................................................................................................2
2
(1)
Grease or Oil Separators - Gravity ........................... ..... ..............................................................................
Mechanical................................................................................................................................................3
DissolvedAir Flotation................................................................................................................................8
tI)
Prechlodnatbn.........................................................................................................................................5
(4) PAIMARYTRfATMENT tNiT&PROCESSES
(a)
Septic Tank (see definition No. 43)............................................................................................................2
(b)
Imholf Tank...............................................................................»............................................................5
(c)
Primary Clarlflers.........................................................................................................................................5
(d)
Settling Ponds or Settling Tanks for Inorganic Nontoxic Materials (sludge handling facilities for water
purification plants, sand, gravel, stone, and other mining operations except recreational activhles such as gem
orgold mining) .............. ......................................................................................................................... 2
(5) SECONDARY TREATMENT U I TSrPROCIESSES
(a)
Carbonaceous Stage
(I) Aeratlon-High Purity Oxygen System ..............................................................................
DiffusedAir System......................................................................................................10
Mechanical Air System (fixed, floating or rotor).................................................................
SeparateSludge Reaerallon.............................................................................................3
(II) TrkkkV flier
HighRate............................_...................._..............................................................7
StandardRale......................... ........ ............. ............................................. .................
PackedTower.. .............................................................5
(III) Bbklgical Aerated Filter or Aerated Biological Filter _...»»........».......»........»».»..»...»....10
(Iv) Aerated Lagoons..........................................................................................................10
(v) Rotating Biological Contactors ........................... .......................................................... 10
(VI) Sand Fillers -Intermittent biological..................................................................................2
Recirculatingbiological....................................................................................................3
(vll) Stabilization Lagoons....................................................................................................5
iisr(vill) Ctar..».....................................................................................................................
(Ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by
nkrtrication (see definition No. 12)(Points for INS item have to be In addition to items
(5)(a)(1) through (5)(a)(vill),
utilizing the extended aeration process (see definition No.3a).........................................�
utilizing other than the extended aeration process ...... »....................................................8
(x) Nutrient additions to enhance BOD removal......................................................................5
(XI) Biological Culture ('Super Bugs')addhion........................................................................5
(b)
Nitrogenous Stage
0
(1) Aeration - High Purity Oxygen System .......................................................................
DiffusedAir System.......................................................................................................10
Mechanical Air System (fixed, floating or rotor) .......... ...... I...............................................8
SeparateSludge Reaeratlon............................................................................................3
(II) Trickling niter -High Rate .......... ................. _.....................................................................7
Standard Rate...............................................................................................................5
PackedTower................................................................................................................5
(III) Biological Aerated Filter or Aerated Biological Filter._..........................................................10
(Iv) Rotating Biological Contactors ........................... .......................................................... 10
(v) Sand Fllter- ImennMent biological..................................................................................2
Recirculating biological....................................................................................................3
(VI) Clarifier ..........................................................................................................................5
(6) TERTWRYORAfr/ANCEDTREATMENTINiTVPhTOCESSES
(a)
Activated Carbon Beds -
wlthout carbon regeneration...................................................................................................5
withcarbon regeneration.......................................................................................................16
(b)
Powdered or Granular Activated Carbon Feed-
-without carbon regeneration.................................................................................................5
-with carbon regeneration.....................................................................................................1 5
(c)
Air slrlpp(ng............................................................................................................................................10
(d)
DenffrfflcallonProcess..............................................................................................................................
(8)
Eleclrodlaiysls.............................................................. .......... _...................................................................
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)
(1)
Mlcroscreens.............................................................................................................................................5
Phospholais Removal by Blo4lcai Processes (Soo definition No. 26).........................................................20
(k)
Polishing Ponds - without aeration............................................................................................................2
...1.6 --li— ..... ..I.....

(1)
Post Aeration - cascade..............................................................................................................................0
diffusedor mechanical........................................................................................................2
(m)
Reverse Osmosis.........................................................................................................................................5
2
(n)
Sand or Mixod-Media Filters - low rato.........................................................................................................
(o)
highrate......................................................................5
Treatment processes for removal of metal or cyanide...................................................................................1
5
(p)
treatment processes for removal of toxic materials other than metal or cyanide.............................................15
(7)
SLUDGE
(a)
TREATMENT
Sludge Digostion Tank - Healed (anaerobic)...............................................................................................15
Aerobic............................................................................................................................................
3
Unheated(anaerobic)................................................................................................................................
(b)
Sludge Stabilization (chemical or tho(mal)....................................................................................................
2
c
Sludge Drying Beds - Gravity"""'"-"""""
VacuumAssisted.......................................................................................................
(d)
Sludge Elutdation.....................................................................................................................................5
5
(a)
Sludge Conditioner (chemical or thermal)..................................................................................................
fSludge
Thickener(gravity) ....................................................................................................5
(g)
Dissolved Air Flotation Unit (not applicable to a unit rated as(3)(i)]......................................................
Sludge Gas Utilization (including gas storage).............................................................................................
(h)
(I)
Sludge Holding Tank - Aerated..................................................................................................................5
1
(])
Non-aerated...................................................................................................................
Sludge Incinerator (not Including activated carbon regeneration)................................................................10
0
(k)
Vacuum Filter, Centrifuge, or Filter Press or other similar dowalering devices...................................................1
(8)
RESIDUALS UTILIZATIOWDISPOSAL (including Incinerated ash)
(a)
(b)
Lagoons..................................................................................................................................................2
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......................................................................................................................................(Y
Dedicated Landfill(burial) by the permittee of the wastewater treatment facility...............................................5
(9)
OtSt 1 EL'T1?
(a)
1
Chlorination.............................................................................................................................................
(b)
Dechlorination........................................................................................................................................
.
5
(c)
Ozone......................................................................................................................................................5
(10)
.................................................................................. .
(d) Radiation ............................................................
CHEMICAL ADDITION SYSTEM(S) ( see definition No. 9) [not applicable to chomkal additions rated as hem (3)0).
(5)(a)(xl),
(6)(a), (6)(b), (7)(b). (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
List
...................................5
...................................................................................................................................5
(i i)
MISCELLANEOUS UNfTS/PROCESSES
(a) Holding Ponds, Holding Tanks or Settling Ponds for Organic or Toxic Materials Including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater
than Is common
(b)
fordomestic wastewater............................................................................................................................2
Effluent Flow Equalization (not applicable to storage basins which are inherent In land application systems).....1
(c)
Stage Discharge (not applicable to storage basins Inherent In land application systems) ....... _.................. _.�„�`1
(d)
Pumps......................................................................................................................................................3�
3
(e)
Stand -By Power Supply............................................................................................................................
(f)
Thermal Pollution Control Device .................................................................................................................3
TOTALPOINTS.........................................................................._(�
e
C(y1SSIF1CATIoN
ClassI...........................................................................................................5-25
Class11
Polnis
Points
.........................................................................................................26.50
Class19........................................................................................................51-65
Points
ClassIV ............................. .......................................................................... 66-Up
Points
Facilities having a rating of one through four points. Inclusive, do not require a certified operator.
Facilities having an activated sludge process wig be assigned a minimum ctassillcallon of Class II.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class It.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III.
WU DEFINITIONS
The following definitions shall apply throughout this Subchapter.
(1) Activated Carbon Beds. A physlcaVchemical method for reducing soluble organic material from wastewater effluent; The column -type beds used in this
method will have a (low 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 aniticially
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 diffuslon;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4) Agriculturally managed site. Any she on which a crop Is produced, managed, and harvested (Crop Includes grasses, grains, trees, etc.);
(5) Air Stripping. A process by which the ammonium Ion Is first convened to dissolved ammonia (pH adjustment) with the amrrlonla then released to the
atmosphere by physical means; or other similar processes which remove petroleum products such as benzene, toluene, and xylene;
(6) Carbon Regenerallon. 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 st ige of wastewater treatment designed to achieve 'secondary' effluent limits;
(8) Centrifuge. A mechanical device In which centrifugal force Is used to separate solids from liquids or to separate liquids of different donsNas;
(9) Chemical Addition Systems- The addition of dlem"11(s) to wastewater at an application point for purposes of Improving solids removal, pH adjustment,
alkalinity control, etc.; the capabllhy to experiment with different chemicals and different application points to achieve a spectflc 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;
(to) Chemical Sludge Condhloning. The addition of a chemical compound such as lime. ferric chloride, or a polymer to wet sludge to coalesce the mass prior to
Its application to a dowatonng device;
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for wntalnmetd of wastewater containing Inorganic, non -toxic materials from sand, gravel,
crLshod siono or oliror slmllar operations. Such systoms shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
riot rnmw—i nnrmval of Carltonacoous BOD and Nitrogenous Homoval by Nitrhbalbn- A single stage system required to achieve permit offluert limits on DOD

(15) Elocirodialysls. Process for removing Ionized calls from water through the use of Ion-seloctivo Ion -exchange mombranos;
(16) Filter Press. A process operated mechanically for partially dewalonog sludge,
(17) Foam Separation. The planned trothlng of wastowaler or wastewater effluent as a means of removing excessive amounts of detergent materials through
the introduction of air In the loan of line bubbles; also called loam fractionation;
(18) Grit Removal. The process of removing grit and other heavy mineral matter from wastewater;
(19) Imhoff Tank. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumented Flow Measurement. A device which Indicates and records rate of flow;
(21) Ion Exchange. A chemical process in which Ions from Iwo different molecules are exchanged;
(22) Land application:
(a) Sludge Disposal. A final sludge disposal method by which wot sludge may be applied to land either by spraying on the surface or by subsurface Injection
(i.e.. chisel plow); (not applicable for types of sludge described In (11) of this Rule);
(b) Treated Effluent. The process of spraying treated wastewater onto a lard area or other methods of application of wastowaler onto a land area as a
means of final disposal or treatment;
(23) Microscreen. A low speed, conUrwousiy back -washed, totaling drum filter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24) Nitrification Process. The biochemical conversion of unoxldizod nitrogen (ammonia and organic nhrogen) to oxidized nitrogen (usually nitrate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nilrale nitrogen;
(26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an oxklanoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatment units to Increase effluent D.O. or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen Is added to the effluent by a nonmechanicaf, gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment; thus, zero points are assigned even though INS Is an essential stop to meeting fhb limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon Is feed controlled Into the system;
(31) Preaeratlon. A lank constructed to provide aeration prior to primary lreatmont;
(32) Preliminary Units. Unit operations In the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a) Pre-trealmont Unh, Industrial. The conditioning of a waste at Its source before discharge, to remove or to neutralize substances Injurious to sewers and
treatment procosses 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 shoal;
(34) Primary Clarifiers. The first settling tanks through which wastewater is passed In a treatment works for the purpose of removing settleable and suspended
solids and BOD which Is associated with the solids:
(35) Pumps. All Influent, effluent and in -plan( pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37) Reverse Osmosis. A treatment process In which a heavy contaminated liquid is pressurized through a membrane forming nearly pure liquid free from
suspended solids:
(38) Rotating Biological Contractors. A fixed biological growth process In which wastewater flows Ihvough tanks In which a series of partially submerged circular
surfaces are rotated;
(39) Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons, or some other treatment process In which further blodecomposhion Is
expected to produce desired effluents; Hydraulic loading rates on those filters are computed In gpd/ac and have a resulting low gpnVsl (less than one);
b) Recirculating biological - the same type of sand filter as defined In Subparagraph (39) (a) of this Rule with the added capability to recycle effluent back
through the sand filter,
(40) Sand or Mixed -Media Mors. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a) low rate -- gravity, hydraulically loaded filter with loading rates In the one to three gpm/sf range;
(b) high rate — a pressure, hydraulically loaded filter whh loading rates In the five gpm/st range; At arty rate, the loading rate will exceed three gprTVsf;
(41) Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeratlon. A part of the contact slablllzatfon process where the activated sludge Is transferred to a lank and aerated before reluming it
to the contact basin;
(43) Septic Tank A single -story settling lank In which settled sludge Is In contact with the wastewater flowing through the tank; shall not be applicable for
septic tank systems serving single family resldonces having capachy of 2.000 gallons or less which discharge to a nitrificalion field;
(44) Sludge Digesilon. The process by which organic or volatile matter and sludge Is gasified, Ilqueffed, mineralized or converted Into more stable organic matter
through the activity of living organisms. which Includes aerated holding tanks;
(45) Sludge Drying Beds. An area comprising natural or artfficial layers of porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(46) Sludge Elutriatlon. A process of sludge concraloning In which certain constituents are removed by successive wash9ngs with fresh water or plart effluent;
(47) Sludge Gas Utlllzatlorl. The process of using sewage gas for the purpose of heating bulkfings, driving engines, etc.;
(48) Sludge Holding Tank (Aerated and Nonaerated). A tank utlllzed for small wastewater treatment plants not containing a digester In which sludge may be
kept fresh, and supematart withdrawn prior to a drying method (Le. sludge drying beds): This may be done by adding a small amount of air simply to keep the
sludge fresh, but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaeraled tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems;
(49) Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50) Sludge Stabilization (Chemical or Thermal). A process to make treated sludge less odorous and putrescble, and to reduce the pathogenic: organism
content; This may be done by pH adjustment, chlorine dosing, or by heal treatment;
(51) Sludge Thickener. A type of sedimentation tank In which the sludge is permitted to settle and thicken through aghatlon 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 norvblodogradable particulate (ftoatable solids, suspended solids and BOD
reduction) from municipal and Industrial wastewater treatment systems;
(55) Tertiary Treatment. A stage of treatment following secondary which Is primarily for the purpose of effluent polishing: A settling lagoon or sand or coal Iihor
might be employed for this purpose;
(56) Thermal Pollution Control Device. A device providing for the transfer of heat from a fluid flowing In tubes to another fluid outside the tubes, or vice versa;
or other means of regulating liquid temperatures;
(57) Thermal Sludge Conditioner. A conditioning process by which heal Is added for a protracted period of time to Improve the dowaterabllhy of sludge by the
solubilizing and hydraullzing of the smaller and more Mighty hydrated sludge particles;
(58) Toxic Materials. Those wastes or combinations of wastes. Including dlseaso-causing agents which after discharge and upon exposure, Ingestion. Inhalation
or assimilation Into arty organism, shher directly from the environment or Indirectly by Ingestion through food chains, will cause death, disease, behavioral
abnormalities, cancer, genetic mutations, physiological malfunctions (Including malfunctions In reproduction) or physical delormallonr. In such organisms or their
offspring; Toxic materials Include, by way of Illustration and not limitation: lead, cadmium, chromium, mercury, vanadium, arsenic, zinc, onto-nhro-cNorobenzene
(ONCE), polychlodnafed biphonyfs (PCBs) and djchlorodiphenyl tricUoroothane (DDT); and any other materials that have or may hereafter be determined to have
toxic propertles;
(59) Trickling Flier. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater Is distributed; A high rate trickling
Lifter Is one which operated at between 10 and 30 mgd per acre. A low rate Irickling filter Is one which Is designed to operate at one to four mgd per acre;
(60) Trickling Flier (Packed Tower). A plug flow type of operation In which wastewater flows down through successive layers of modla or filtrate material; Organic
material Is removed continually by the active biological fixed growth In each successive layer. TNs method may produce 'secondary' quality effluent, or may be
adapted to produce a n1irtfled effluent;
(61) Vacuum Filer, Centrifuges, or Flher Presses. Devices which are designed to remove excass water from either digested or undigested sludge prior to disposal
or further treatment.

NPDES WASTE LOAD ALLOCATION
! L
PERMIT NO.: NCO066664
PERMITTEE NAME: Henderson County Board of Education /
Facility Status: Existing
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 Date: 2/14/91
Prepared by: a,� Date:
Reviewed by A��� Date: S �3
�uflw 9Y, 5
Modeler
Date Rec.
I #
TMnJ
Z I
(0 0 "
Drainage Area (mil ) 13 Avg. Streamflow (cfs): t
7Q10 (cfs) 6, 6 Winter 7Q10 (cfs) 0. 7 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream N
Downstream Al
Location
Location
Effluent
Characteristics
Summer
Winter
BOD5 (m )
3o
30
NH3-N (mg/1)
gL
mo
D.O. (mg/1)
ov/
TSS (mg/l)
30
36
F. Col. (/100 ml)
.70 0
zoo
PH (SU)
6 _ 9
G —9
h1w,, n,-,
..
lei til M-60,
W4 -
T_
Comments:
„t �DV

,
. (..J 1V111VU 1 . JLl\ILJ \
s ,• av '� '62
32' 0'360 361 950 000 FEET Rur� 6`t' ��- l•# 1 C, K S� Hoo 1.
(�1 COO Ce�o�.�v4 o„
l ' (� UFB 25 - 'King,s Bridge �� ( /� / " 2000—
2070
191 : j D IS E
361 fYench Broad Ch 00
on em
0/► I o
F e 197
;e F8'340
69
w�1i i3sils ;r� ✓ _ -
� • S• k��✓�/L �v "14
� P
{�� U • i• /
17195
• y ,i , . J / ( C . v— CbYC
LY al
Jai
al 600 000
FEET
NC— (11 \ `\ 1
c U I -
-'�I und,�C r, ,
r� n12W
20
•a, IIN X
W
ft
40
3911
(i U9 0 '� '� c.�.J• i
10,
o
i

.'A. `
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 0114
(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: A ' 4-etDate: 5/2/91
Reviewed by
I,
Instream Assessme t:f Date: 5
Regional Sup i r: Date: S to
Permits & Engineering: Date • u /S
RETURN TO TECHNICAL SERVICES BY: J U N 06 1991
fr[�CEIVED
Water Quality Section
MAY 1 3 1991
Asheville Regional OfSo
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
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 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
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.)

I
a.
Y 0 199
FACT SHEET FOR WASTELOAD ALLOCXT, NS
r'?,Re,q�uest #6059
Facility Name : RUGBY JUNIOR HIGH SCHOOL R G C r-'
NPDES No. NC0066664 Nat►t Qual, Sec?iOn
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
-- 21991
fit..,..
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
(approach taken, correspondence with region, EPA, etc.)
FACILITY REQUESTING RENEWAL OF EXISTING LIMITS. RECOMMEND RENEWAL OF
EXISTING LIMITS WITH TOXICITY LIMITS OR NH3 CHOICE LIMIT TO PROTECT
PReM MILL POND CREEK FROM AMMONIA TOXICITY.
FACILITY WILL BE SENT ADMINISTRATIVE LETTER CONCERNING CHLORINE TOXICITY.
Special Scheduled Requirements and additional comments from Reviewers:
Recommended
Reviewed by
Date:_3/20/91_
3/zz�g�
Instream Assessment: W (�lM w v Date: �j I
Regional Su or: Date:�q
Permits & Engineering: �� A O U Date:
0
RETURN TO TECHNICAL SERVICES BY: A P R 2 5 1991

Existing Limits
Wasteflow (MGD) :
BODS (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Coliform (/100 ml):
pH (SU) .
Yl1�?
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
rV�bLu� 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/1):
NR
NR
TSS (mg/1):
30
30
Fecal Coliform (/100 ml):
200
200
pH (SU):
6-9
6-9
/,
Ck6i�4 r,:,- �_s Qo i i, :
YV"
tuV
TP (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/1
AMMONIA ANALYSIS (WINTER)
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/1
2.524265 mg/l
NH3 Limit: 49369.89 ug/l
49.36989 mg/l

12�
'Pla) , OV4 f--
T'�t f+ JlJla Ti n.0
T h ✓ � � f
A
G -
It
,ky V
L /
Y �J
i1

0
OJ/4 71a17 — /� 0 —

oR
15, _ X
04
t?. 3 Y -- , D/ s.�l G� = l'o, � �-s��� �j��r�� ✓r �,f
4

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

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

En ineer Date Rec.
NPDES WASTE LOAD ALLOCATION
Facility Name: ♦gcAyms6tA c0 uAgr> of gmc k- O 1ZtxC-h13 Y 7R • 416r (+ 7CA • Date 2. ,
Existing Q -
Permit No.: COO rpG&eo4 Pipe No.: cot _ county: 4L--TL(JEeS6A
Proposed O
Design Capacity (MGD) • , 6/s Industrial (% of Flow) : is DDmestic (% of Flow) : (V4
Receiving Stream: A((LL POND E-2,1CYK Class: G Sub -Basin: 04- —C-)3 —e 1-
Reference USGS Quad: F S SC (Please attach) Requestor: S Ak BjU;tStES Regional Office !4(ZO
Hc"ese S t+0E
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. • Drainage Area (mil) 1. Avg. Streamf low (cfs) c A
7Q10 (cfs) 0.6 Winter 7Q10 (cfs) C}, 30Q2 (cfs)
Location of D.O. minimum (miles below outfall) : (j Slope (fpm)
Velocity (fps) : Kl (base e, per day) ��). 7 lei o[ J #C, K2 (base e. trier day) : ?0 -b
Effluent
Characteristics
Monthly
Average
Comments
j nA_I
Effluent I i-'Dntnly
Characteristics Lverage Comments
r
Origina l�ca i Comments:
Revi ed lloc io O
Co on O
&J pared By: t A Ia- �-�/�it�t/�_ Reviewed By
Date:

For Appropriate Dischargers, list Complete Guideline limitations Below
Effluent bbnthly Maximum Daily
Characteristics Average Average Comments
IType of Product Produced I Lhs/Day Produced I Effluent Guideline Reference I

Request No. : 3078
---------------------
WASTELOAD ALLOCATION APPROVAL FORM
- -��------
--~ `- ~~� . "u��
Yva~p, ()�/a!ity [}ivia/em
Facility Name
: RUGBY JR HIGH SC
OOL
Type of Waste
: DOMESTIC
mA/ 15 1986
Status
: EXISTING
Receiving Stream
: MILL POND CREEK
VYes/*''` aOqjoraj Offibo
Stream Class
: C
Ashe°Ue^ N«w+h [u,oknm
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��
�� ��
Ammonia Nitrogen (mg/1) : �Ay 1�� 1986
Dissolved Oxygen (mg/1) : ��-~ '
TSSFeca(mg/l)form (#/100ml): 1000 30 pERN\\TS8/L��G\,"ECRi�G
pH (SU) : 6-9
___________________________________________________________
---------------------------------- COMMENTS -----------------------------------
Reviewed by:
Tech.
������
Recommended by Date��__L_���_
yocl C, _-PP
Permits & Enginee
Date__-
y
Date_�������`
-u---&-- = Date 7.

----------
MODEL_ RESULTS ----------
DISCHARGER . RUGBY JR HIGH SC OOL
RECEIVING STREAM MILL FOND 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 I 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.G. 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.O. 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 CLOD
THE WLA FOR SEGMENT 2 REACH 2 IS i i MG/ L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 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 1
THE WLA FOR SEGMENT 3 REACH 1 IS 114 MG/L OF CBOD
THE WLA FOR SEGMENT 3 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 3 REACH 1 IS 9.900001E-03 MGD
-----------------------------------------------------------------------
THE D.O. 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 1 IS 0 'MG/U OF CBOD
THE WLA FOR SEGMENT" 4 REACH 1 IS 0 MG/L OF NBOD
TWA G'Mlir6M TFPI iFNT n n 7G n Mtn/t

THE - WASTFC" I._CJtrJ E;VTEFi I hJG SC"G 4 :EACH_ 1 I S C) M G D
*** MODEL_ SUMMARY DATA ***
Dischargear RUGBY JR HIGH SC OOL Sttbbasiri 040302
Receivirncl Stream MILL POND CREE:k:: Stream Class: C
701C) . 0.6 Wiyiter- 7010 0.7
Desigri Temperature 23 °C 3002
;LENGTH;SLOPE ; VELOCITY ;DEPTH KI ; K1 ; K2 ; K2 ; KN ; KN ; KNR ; KNR ;
mile ;ft/mi ; fps ; ft ; /day ; 2201 ; /day ; 1201 ; /day ; 3201 ; /day ; 3201 ;
-----------------------------------------------------------------------------------------------------
Segment 1 0.19:158.00: 0.100 ; 0.11 ; 1.05 ; 0.91 :30.36 ; 28.44; 0.00 ; 0.00 ; 0.00 ; 0.00 ;
Reach 1 ; ; ; ; ; ; ;
-----------------------------------------------------------------------------------------------------
Segment 2 ; 0.85; 48.40; 0.152 ; 0.41 ; 0.65 ; 0.57 ;14.16 ; 13.271 0.00 ; 0.00 ; 0.00 ; 0.00 ;
Reach 1 ; ; ; ; ; ; ; ; ;
-----------------------------------------------------------------------------------------------------
Segment 2 ; 0.231 48.40: 0,209 ; 0.48 ; 0.69 ; 0.60 :19.39 ; 18.17; 0.00 ; 0.00 ; 0.00 ; 0.00
Reach 2 ; ; ; ; ; ; ; ; ;
-----------------------------------------------------------------------------------------------------
,
Segment 2 ; 0.16; 48.40; 0.222 ; 0.50 ; 0.70 ; 0.61 ;20.67 ; 19.37; 0.00 ; 0.00 ; 0.00 ; 0.00
Reach 3 ; ; ; ; ; ; ;
-----------------------------------------------------------------------------------------------------
Segment 3 ; 0.20; 50.00: 0.105 ; 0.28 ; 0.66 ; 0.5B ;10.09 ; 9.45; 0.00 ; 0.00 ; 0.00 ; 0.00 ;
Reach 1 ; ; ; ; ; ;
-----------------------------------------------------------------------------------------------------
Segment 4 ; 0.85; 28.20; 0.213 ; 0.60 ; 0.58 ; 0.50 111.55 ; 10.82; 0.00 ; 0.00 ; 0.00 ; 0.00
Reach 1 ; ; ; ; ; ; ;
-----------------------------------------------------------------------------------------------------
*** INPUT DATA SUMMARY *.**
Flow ; CBOD ; NBOD ; D.D.
cfs ; mg/1 ; mg/1 ; mg/1
Segment 1 Reach 1
Waste ; 0.017 :114.000 ; 0.000 ; 6.000 ;
Headwaters; 0.000 ; 0.000 ; 0.000 ; 0.000
Tributary ; 0.000 ; 0.000 ; 0.000 ; 0.000 ;
t Runoff 0.000 ; 0.000 ; 0.000 ; 0.000
--------------------------------------------------------
Segment 2 Reach 1 '
11ar ko ' A W2 'fib r1pP ' n ODD 1 0 OOP '

Yt Vol

. Headwaters; 0.000 ; 0.000 0.000 ; -0.000 ;
r' Tributary ; 0.160 ; 2.000 ; 0:006 11''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 ;
{ 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 ; 7.900 ;
Tributary ; 0.000 ; 0.000 ; 0.000 ; 0.000 ;
* Runoff ; 0.050 ; 2.000 ; 0.000 ; 7.000 ;
---------------------------------------------------------
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
f Runoff ; 0.310 ; 2.000 ; 0.000 ; 7.800 ;
---------------------------------------------------------
* Runoff flow is in cfslmile

2
tjV'
h�h

8

,000 o(P , of
can =o �owc!:5 = Q_ ko = ,q 7 _..�7 .4/7
slope--
qeq
%- _ -y
-11-15
-Au
lam= . Cs8
0099
IL
105
spa - 7 Do

Actual Facility
Proposed Facility
FOR DATA MANAGEMENT USE ONLY:
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST , 7-77
Date of Request % /.2 el %
TO: Mike McGhee, Technical Services Date Needed .-/ r / / b t�A
FROM:
rn K�
/�} N
L
W O
SUBJECT:
Effluent
Limits
for
NPDES Permit No.(001 Pipe No.(003 )
Permit Application Received (802
Draft to Public Notice (805 )
Discharger Name (103 )
V Q. 14 1
County (104 )
1Tc QGXTOA)
TYpe (400 )
/v--T Mu %%Id
I
Equi , opulation erved (202 )
1 aas
Latitude (115 )
35 ° a I ' 3
Longitude (116 )
" 3 ' O Z y�
201 Area (263 )
208 Area (264 )
L�sna/ o SKy
Subbasin(112 )
.0¢„03.0Z
Stream Classification (269
CZAI S II C
Receiving Stream (109 )
A4, LL ?ova e �
Drain. Area(267)
. 3 tu
7/10 Flow(270)
o. 5
Ratio Waste 7/10 (303 )
Design Capacity (207 )
Design Temp rature (NKP)
Elevation (NKP)
Location Discharger (NKP)
Principal Product (NKP)
S76406-xo r—r
Sample No.
41
BODS(mg/Z)
310
FecaZ CaZiform
100mZ 31616
Temperature
° F 11
DO (mg/Z)
300
I - Mo. Average Concentration 01
3 0
ZO D
-
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Average Loading 05
- WeekZy Average Loading 06
P - Minimum Loading 07
Q - Maximum Loading 08
T - Frequencyrrequency of AnaZ sis 09
W - Sample Type 10
To aZ�,�'�
/Z-) 530
NH3-N
(m Z) 600
ply (units)
400
SS ,
I - Mo. Average Concentration 21
-30
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MonthZy Average Loading 25
- WeekZy Average Loading 26
P - Minimum Loading 27
Q - Maximum Loading 28
T - Frequency of AnaZ sis 29
W -S Ze 7�zjpe 30
UOD (NKP)

r
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 -S Ze Type
40

rn�7H
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: /L j.t O `S
Areawide (208) Planning Area. Leo n d — o `s�y
Facilities (201) Planning Area: Node ►;4e 4
M 1( /moo n d
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
q 915-
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. ml.)
7/10 Yield (cfsm)
Design Temperature (oC)
Z
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (Kl Base e)
,
Reaeration Rate (K2 Base e) Z
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu �mg/1)
D
D.O. mg/1
7,93
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BODS (mg/1)
-30
Ammonia Nitrogen mg/1
�mg/l
Dissolved Oxygen
Total Suspended Solids (mg/1)
alo
Fecal Coliform R/100 ml)
DO p
pH (S.U.)
DO at . mg/1
D. COMMENTS UD� .k$- ma/1
MEMO
0
'MENNEN
Detldn Flow [m;d]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE p GE SECOND UPDAHIRD UPDATE
f ,Q,�- TE TD Z

v
s .s ' 08
--
oZ
- 4-3
J::>-/7 -
ells
Ole r/
Z/g
Z-
©, Z
le�
, �S
%U
�S
s

3iiiFow,
»o e. N
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: At;�b� TO Is
Areawide (208) Planning Area. LA n d — a It-
Facilities (201) Planning Area: No t d e fine p 4e- d
MEMO
A. RECEIVING STREAM M 111 /moo » d OR E C k
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (oC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (Kl Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen mg/l
Dissolved Oxygen mg/l;
Total Suspended Solids (mg/1)
Fecal Coliform (#/100 ml)
PH (S.U.)
D. COMMENTS
6^�
UO8at ' ng/1
i8— ma/1
a.0 -0/5- , v3
Deslsn Flow [mad]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL I FIRST UPDATE p GE SECOND UPDATE THIRD UPDATE
f a,�- O Z11

FOR DATA MANAGEMENT USE ONI,`
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST %-7 7
�_ Actual Facility c3
Proposed Facility Date of Request / O
TO: Mike McGhee, Technical Services Date Needed Ll /
FROM: M 0+V. � +^NL� Woco
SUBJECT: Effluent Limits for NPDES Permit No.(001 ) A,/you GL Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 )
kLLA6 34z. 1� L^
C,o�u(ntty� l(104 )
7TC/y(D &%ZSoxi
Type (400 )
/�-T Mu %%Id
Equi'Population erved (202 )
1005
Latitude (115 )
3.50a I 3
Longitude (116 )
?;)-"31
201 Area (263 )
208 Area (264 )
4"d o ' "'y
Subbasin(112 )--Stream
04- -03 -a Z
Classification (269
ez/f4s „ C
Receiving Stream (109 )
M, CL I)oo0a eeM�.
Drain. Area(267)
' , 3 -
7/10 Flow(270)
o. S
Ratio Waste 7/10 (303 )
Design Capacity (207 )
O o is
Design Temp rature (NKP)
z 3
Elevation (NKP)
z oo
,
Location Discharger (NKP)
Principal Product (NKP)
SwT Ze No.
41
BODS(mg/Z)
310
FecaZ CaZiform
11OOmZ 31616
Temperature
0 F 11
DO (mg/Z)
300
I - Mo. Average Concentration 01
3 O
Z1016
-
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Average Loadin 05
- weekZy Average Loading 06
P - Minimum Loadin 07
Q - Maximum Loading 08
T - Fre uenc of Analysis 09
W - Samp Ze Zype 10
To taZ
-530
NH3-N
(m Z) 600
p;V (units)
400
I - Mo. Avera e Concentration 21
30
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maximum Concentration 24
M - MonthZy Average Loading
- WeekZ Avera e Loadin
P - Minimum Loadin
Q - Maximum Loading
T - Frequency o AnaZ sis
W - So7nple Type 30
UOD (NKP)

I - Mo. Average Concentration
31
- Wk. Average Concentration
32
J - Minimum Concentration
33
K - Maximum Concentration
34
M - Monthly Average Loading
35
- WeekZy Average Loading
36
P - Minimum Loading
37
Q - Maximum Loading
38
T - Frequency of Analysis
39
W - Sonple Y�ype
40

IQO Ox I i �
40
c
IV)
" Z�3
fz