NC0086070_Permit Issuance_20110930

A . .
Beverly Eaves Perdue
Governor
AGRA.
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins Dee Freeman
Director Secretary
September 30, 2011
Mr. Doyle Freeman, Manager
Henderson County Utilities Department
100 N. King Street, Suite 210
Hendersonville, North Carolina 28792
Subject: Issuance of NPDES Permit No. NCO086070
Western Justice Academy W WTP — PC - 2
Henderson County
Dear Mr. Freeman:
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).
The following modifications in the June 22, 2011 draft permit remain in the final permit:
• Modifying existing Single Effluent Limits page to Two Effluent limits pages with Phased Effluent flows;
o A. (1) 0.010 MGD with BOD limits of Monthly Average 30.0 mg/L and Weekly Average 45.0 mg/L
NH3 as N Summer limits of Monthly Average 7.0 mg/L and Weekly Average 18.0 mg/L
NH3 as N Winter limits of Monthly Average 20.0 mg/L and Weekly Average 35.0 mg/L
o A. (2.) 0.030 MGD
• Addition of Permit Reporting Condition A. (3);
o Provide the flowing stream flow data for Lewis Creek at your discharge point
0 7Q10s (cfs)
0 7Q10w (cfs)
0 3002 (cfs) and
o Average stream flows (cfs)
• Footnotes have been modified or deleted.
• Instream monitoring for Fecal Coliform and Dissolved Oxygen have not been deleted.
Please note that Lewis Creek is listed as an impaired waterbody on the North Carolina 303(d) Impaired Waters List.
Addressing impaired waters is a high priority for the Division, and instream data will continue to be evaluated. If there is
continual noncompliance with your effluent limits, or if stream impairment can be attributed to your facility's discharge,
mitigative measures may be required. Also please note Permit Reporting Condition A. (3.) which requires your
submittal of requested information by October 29, 2011.
1617 Mail Service Center, Raleigh, North Carolina 2769s1617
Location: 512 N. Salisbury St. Ralegh, North Carolina 27604
Phone: 91 M07.63871 FAK 919-807-6495 \ Customer Service: 1-877-623-6748
Internet: http://poOai.xdenr.Mfweblwgrtwme
An Equal OppNmty I Afnrotive A nEmployer
NorthCarolina
Nawrallry

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 150E 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 Bob Guerra at telephone number [phone].
Sincer ly,
n(,
Coleen H. Sullins
Enclosure: NPDES Permit NC0086070
cc: Asheville Regional Office / Surface Water Protection — Surface Water Section, Supervisor
Central files
NPDES Unit

4
Permit NCO086070
a.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Henderson County Utilities Department
is hereby authorized to discharge treated wastewater from a facility located at the
Western Justice Academy WWTP
3973 Chimney Rock Road / US Highway 64
Edneyville
Henderson County
to receiving waters designated as Lewis 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 November 1, 2011.
This permit and authorization to discharge shall expire at midnight on November 30, 2015.
Signed this day September 30, 2011.
( -J//� C Z-* �
Col fi H. Sullins, Director
DfVision of Water Quality
By Authority of the Environmental Management Commission

Permit NCO086070
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge, are
hereby superseded and, as of this issuance, any previously issued permit describing this
treatment facility or 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 described herein.
Henderson County Utilities Department is hereby authorized to:
1. Continue to operate an existing 0.030 MGD extended aeration wastewater treatment plant
consisting of the following treatment components:
• Bar screen and pumps
• Inlet flow control splitter box
• Flow equalization basin (7,300 gallon)
• Dual aeration basins (53,000 gallons total) designed to operate in series or parallel
with dual (250 scfm) blowers
• Dual clarifiers ( 2,430 gallons each) with return sludge
• Pre -filter tablet chlorinator
• Dual multi -media (sand & anthracite) tertiary filters (with a minimum of 10 sq ft each)
• Clearwell ( 3,124 gallon)
• Post aeration with audible and visual alarms
• Continuous recording flow meter
• Tablet chlorinator
• Chlorine contact chamber (625 gallon)
• Tablet dechlorinator
• Composite sampler
• Aerobic digester (5,000 gallon)
• Effluent pump station.
2. This facility is located at the Western Justice Academy WWTP, 3973 Chimney Rock Road
/ US Highway 64, in Henderson County.
3. Discharge from said treatment works at the location specified on the attached map into
Lewis Creek, classified C-Trout waters in the French Broad River Basin.

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Facility
Western Justice Academy WWTP
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Location
Latitude: 35° 23' 32" N State Grid: Bat Cave
Longitude: 820 20' 26" W Permitted Flow: (0.010 & 0.030 MGD)
not to scale
Receiving Stream: Lewis Creek Stream Class: C-Trout
Drainage Basin: French Broad River Basin Sub -Basin: 04-03-02 / 06010105
7� NPDES Permit No. NCO086070
North orth Henderson County

Permit NCO086070
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning on the effective date of this permit and lasting until flow exceeds 0.010 MGD
(Monthly Average), the Permittee is authorized to discharge from outfall 001. Such discharges shall be limited
and monitored by the Permittee as specified below:
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0.010 MGD
Continuous
Recording
Influent Effluent
50060 - Total Residual
Chlorine
28.0 ug/L
2 / Week
Grab
Effluent
00310 - BOD, 5-day
Influent and
(200C)3
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
005303 Total Suspended
Influent and
Solids
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
00610 - NH3 as N
7.0 mg/L
18.0 mg/L
Weekly
Composite
Effluent
(April 1 — Oct 31)
00610 - NH3 as N
(Nov 1 — March 31)
20.0 mg/L•
35.0 mg/L
Weekly
Composite
Effluent
00300 - Dissolved
Oxygen
Weekly
Grab
Effluent
00300 - Dissolved
Oxygen
Weekly
Grab
Upstream &
Downstream
31616 - Fecal Coliform
200 / 100 ml
400 /100ml
Weekly
Grab
Effluent,
Upstream &
(geometric mean)
Downstream
00010 - Temperature
(°C)
Daily
Grab
Effluent
00010 - Temperature
Upstream &
(°C)
Weekly
Grab
Downstream
00400 - pH
Between 6.0 and 9.0 s.u.
Weekly
Grab
Effluent
00600 - Total Nitrogen
Semi -Annually
Composite
Effluent
(NO2+NO3+TKN)
00665 - Total
Semi -Annually
Composite
Effluent
Phosphorus
Footnotes:
1. Upstream = 50 feet above the discharge point, Downstream = 0.5 miles downstream of discharge point.
2. The Division shall consider all effluent TRC values reported below 50 ug/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 ug/L.
3. The monthly average effluent BOD5 and Total Suspended Solids concentration shall not exceed 15% of the respective
influent value (85% removal).
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NCO086070
A. (2.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
During the period beginning when the flows exceed 0.010 MGD (Monthly Average) 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: -
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Continuous
Recording
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Effluent .
50060 - Total
Residual Chlodne2
28.0 ug/L
2 / Week
Grab
Effluent
00310 - BOD, 5-day
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(20°Cf
5.0 mg/L
7.5 mg/L
Weekly
Composite
Effluent
(April 1-Oct 31
00310 - BOD, 5-day
Influent and
(200C)3
10.0 mg/L
15.0 mg/L
Weekly
Composite
Effluent
Nov 1 - March 31
00530 - Total 3
Suspended Solids
30.0 mg/L
45.0 mg/L
Weekly
Composite
Influent and
Effluent
00610 - NH3 as N
2.0 mg/L
6.0 mg/L
Weekly
Composite
Effluent
(April 1 — Oct 31)
00610 - NH3 as N
4.0 mg/L
12.0 mg/L
Weekly
Composite
Effluent
(Nov 1 — March 31)
00300 - Dissolved
Oxygen
Weekly
Grab
Effluent
00300 - Dissolved
Oxygen
Weekly
Grab
Upstream &
Downstream
31616 - Fecal
Effluent
Coliform
(geometric mean)
200 / 100 ml
400 /100ml
Weekly
Grab
Upstream &
Downstream
00010 - Temperature
(°C)
Daily
Grab
Effluent
00010 - Temperature
Weekly
Grab
Upstream &
°C
Downstream
00400 - pH
Between 6.0 and 9.0 s.u.
Weekly
Grab
Effluent
00600 - Total
Nitrogen
Semi -Annually
Composite
Effluent
NO2+NO3+TKN
00665 - Total
Semi -Annually
Composite
Effluent
Phosphorus
Footnotes:
1. Upstream = 50 feet above the discharge point, Downstream = 0.5 miles downstream of discharge point.
2. The Division shall consider all effluent TRC values reported below 50 ug/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 ug/L.
3. The monthly average effluent BOD5 and Total Suspended Solids concentration shall not exceed 15% of the respective influent value
(85% removal).
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Permit NC0086070
A. (3.) PERMIT REPORTING CONDITION
Within thirty (30) days of permit issuance, permittee is required to submit, to the Division of Water Quality,
data -from the USGS reflecting -the following flow parameters for Lewis Creek at your discharge.
1. 7Q10S (cfs)
2. - 7Q10w (cfs)- --- ---
- - 3. 30Q2 (cfs), and — - - - - -
4. Average stream flows (cfs)

NCbENR%DWQ/NPDES
t2002513
Notification of Intent to Issue a NPDES Wastewater
Permit
$141.63
CERTIFICATION OF PUBLICATION
June 27, 2011
1, Jan Sullivan, 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. 1 hereby
certify that the advertisement annexed hereto was published in
the editions of The Times -News on the following date or dates:
06/25/11
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 27th day of June, 2011.
(Signed)
Sworn to and abscribed before me, this 27th day of June,
2011.
�QL-00 r-o-.h 1J, QL".-- Notary Public
Deborah H. Owen
c��p\O�PH iH i0 wF
0 ti '
Notos CountVres=
= Heode fission ExP =
%MV Coo31o112016 Q
2;
O
TimesAwNews
1717 Four Seasons Blvd. • Hendersonville, N1
P. O. Box 490 • Hendersonville, NC 287
828/692-0505 • FAX [phone] • 828/6'
www.hendersonvillenews.com
I. v;ai or
The NewYorkTinles
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-
fornation-on-411e.--Addi-
tional information on
NPDES permits and this
notice may be found on
our website:
http://portal. ncdenr.org/
web/wa/swo/ps/nodes/c
alendar, or by calling
[phone].
Henderson County Utili-
ties requested renewal
of permit NCO086070
for Western Justice
Academy in Henderson
County; this permitted
discharge is treated
domestic wastewater to
Lewis Creek, French
Broad River Basin.
( 6/25 )
N000067332
11

NC 2010 Integrated Report Categories 4 and 5 Impaired Waters
All 13,123 Waters in INC are in Category 5-303(d) List for Mercury due to statewide fish consumption advice for several fish species
AU —Number AU —Name AU_Description
LengthArea
AU_Units Classification
Category Parameter
Reason for Rating Use Category
Collection Year
303(d)year
French Broad River Basin
Headwaters French Broad River Watershed 0601010501
French Broad River Basin
French Broad River Subbasin
06010105
French Broad River Basin
Headwaters French Broad River Watershed 0601010501
Q 6-2-(0.5)b West Fork French
From Above trout farms to below trout farm
0.6 FW Miles
B;Tr
Broad River
5 Ecological/biological Integrity Benthos
Pair Bioclassification Aquatic Life
2001
1998
French Broad River Basin
Davidson River -French Broad River Watershed 0601010502
Q 6-34-(15.5) Davidson River
From Avery Creek to Olin Corporation
2.7 FW Miles
WS-V,B;Tr
Water Supply Dam
5 Lmr pH
Standard Violation Aquatic Life
2008
2008
French Broad River Basin -
Mud Creek Watershed 0601010503
Q 6-55-8-1a Bat Fork
From source to State Route 1779
4.8 FW Miles
C
5 EcologicaUbiological Integrity Benthos
Poor Bioclassification Aquatic Life
1989
1998
Q 6-55-8-1b Bat Fork
From State Route 1779 to Johnson
1.5 FW Miles
C
Drainage Ditch
5 Ecological/biological Integrity FfshCom
Poor Bioclassification Aquatic Life
2002
1998
Q 6-55-11-(1)a Clear Creek
From source to Laurel Creek
2.7 FW Miles
B;Tr
5 Ecological/biological Integrity Benthos
Poor Bioclassification Aquatic Life
2001
2000
Q 6-55-11-(1)c Clear Creek
From Puncheon Camp Creek to Lewis Creek
2.1 FW Miles
B;Tr
5 Ecological/biological Integrity Benthos
Poor Bioclassification Aquatic Life
2001
2000
5 Ecological/biological Integrity FishCom
Fair Bioclassification Aquatic Life
2001
2000
Q 6-55-8-2b Devils Fork
From first unnamed tributary west of State
2.7 FW Miles
C
Route 1006 to Johnson Drainage Ditch
5 EcologicaUbiological Integrity Benthos
Poor Bioclassification Aquatic Life
2000
2006
Q 6-55-11-6 Lewis Creek
From source to Clear Creek
3.8 FW Miles
C;Tr
5 Ecological/biological Integrity Benthos
Fair Bioclassification Aquatic Life
2006
2008
Q 6-55b Mud Creek
From State Route 1125 to Little Mud Creek
1.9 FW Miles
C
5 Ecological/biological Integrity Benthos
Fair Bioclassification Aquatic Life
2007
1998
5 Ecological/biological Integrity FishCom
Poor Bioclassification Aquatic Life
2002
1998
Q 6-55c Mud Creek
From Little Mud Creek to Byers Creek
11.0 FW Miles
C
5 EcologicaUbiological Integrity Benthos
Fair Bioclassification Aquatic Life
2000
2006
5 EcologicaUbiological Integrity FishCom
Fair Bioclassification Aquatic Life
2002
2006
NC 2010 Integrated Report Category 4 and 5 303(d) List EPA Approved Aug 31, 201 9/20/2010 Page 31 of 145

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO086070
Facility Information
Applicant/Facility Name:
Western Justice Academy WWTP
Applicant Address:
100 N. King Street, Suite 210, Hendersonville NC 27371
Facility Address:
3973 Chimney Rock Road / US HWY 64, Henderson, NC
Permitted Flow
New Phased Flow addition of two effluent pages
A. 1 0.010 MGD and A . 2 0.03 OMGD
Type of Waste:
Domestic
Facili Permit Status:
Class II /Active; Renewal
Count Y.
Henderson Count
BACKGROUND
The Henderson County Utilities Department has requested renewal of its NPDES permit
NCO028916 for the Western Justice Academy WWTP which has a design flow of 0.03 MGD.
The WWTP discharges into Lewis Creek, Class C - Trout water, in the French Broad River
Basin. The facility treats domestic waste only and has no industrial dischargers.
RECEIVING STREAM INFORMATION
This facility is located in Subbasin 04-03-02 and discharges to Lewis Creek, classified C-Trout
waters in the French Broad River Basin. The receiving stream is listed on the 2010 303(d) list as
impaired. Historically, there have been no 7Q10 values available for stream flows to determine
limits for the Western Justice discharge. As of this renewal no additional flow information has
been submitted by the facility. Facility will be required to submit flow data during this permit
renewal to formulate science based limits at all flow levels.
PERMIT RENEWAL SUBMITTAL
Permittee submitted a June 9, 2010 letter requesting changes to permit. Increase BOD limits to
45 mg/L daily max, 30 mg/L monthly average. (In 2011 facility submitted the same request for
limits to be changed which was denied by DWQ.):
• Eliminate upstream/downstream FC and DO sampling
• Revise Summer NH3 and N limits to 10 mg/L monthly Avg and 35 mg/L daily max
• Revise Winter NH3 and N limits to 25 mg/L monthly Avg and 35 mg/L daily max.
The rational utilized by the facility in this limit change request indicates this discharge point is
within 0.5 miles of NCO088056 Blacksmith Run which has different permit limits for these
parameters which do not characterize a discharge to a zero flow stream..
Fact Sheet
NPDES NCO028916 Renewal
Page I

LIMITS DEVELOPMENT:
Existing zero flow denotation is a policy decision made on 11/7/1997 and based on information
presented during 9-26-97 public hearing for this facility which stated that unauthorized water
diversions from farmers and agricultural practices were drying up Lewis Creek. This information
and policy decision generated the 5 & 2 limits with 5 mg/I DO and 17 ug/L TRC placed in the
first permit, to ensure the maximum level of treatment. These limits have been incorporated in
each subsequent permit renewal until this renewal.
ARO indicates that the assumption of unauthorized water diversions was not documented and
that agricultural practices have changed since the permit was issued. ARO also agrees that CO
should reevaluate the facilities request at this time.
Model run by Jackie Nowell using 1.2 cfs as 7Q10 value and utilizing reduced flows at 0.010
MGD predicated compliance from Western Justice. Two effluent pages A. (1) at 0.010 MGD
and A. (2). At 0.030 MGD will be incorporated into this permit renewal.
Facility will be required to submit new science based (USGS) flow data for all flows which will be
utilized in conjunction with the Blacksmith and Western Justice renewals in 2016.
PERMIT LIMIT COMPLIANCE
Since the permit was renewed in 2006, the facility has received six (6) NOV's for Monitoring
Frequency violations and five (5) NOV's for BOD5 violations.
DMR DATA (2006-2010)
DMR data from January 2006 through July 2010 was reviewed. Monthly and weekly averages
for conventional parameters are summarized below.
Efflu-6n06765 adtenstics� � 111 nn#hl � ��►erag
... ..............:..
Flow 0.001962 MGD
BOD, 5-day, 201 C 2.930 mg/L
Total Suspended Solids ,. 2.175 mg/L
NH3 as N 0.206 mg/L
Fecal Coliform (geometric mean) 6.831 #/100ml
I Total Residual Chlorine I DAILY MAX=15.670 u/L I
This facility also collects data for total nitrogen, total phosphorus, temperature (effluent and
Instream) pH, dissolved oxygen.
INSTREAM MONITORING
Upstream Site: At least 50 feet above the outfall; Downstream site: Approx. 0.5 miles from the
outfall. A review of instream data for DO and Temperature indicated no elevated values for
these parameters. It is recommended that instream sampling for Temperature and DO be
removed from this permit. A review of instream data for Fecal Coliform indicates elevated
downstream readings for sampling events during this permit cycle. It is recommended that
instream monitoring for Fecal Coliform be continued at the existing frequency.
Fact Sheet
NPDES NCO028916 Renewal
Page 2

INSPECTION / CORRESPONDENCE FILES (2006-2010)
The ARO has conducted five (3) Inspections during this permit cycle with no reported
compliance issues. Facility appeared to be well operated and maintained during 8-25-2010
inspection.
SUMMARY OF PROPOSED CHANGES
In keeping with Division policies, the following changes will be incorporated into the permit:
• Two effluent pages reflecting Phased flows have been added
• A. (1) 0.010 MGD with
• BOD limits of Monthly Average 30.0 mg/L and Weekly Average 45.0 mg/L
• NH3 as N Summer limits of Monthly Average 6.0 mg/L and Weekly Average 18.0
mg/L
• NH3 as N Winter limits of Monthly Average 17.0 mg/L and Weekly Average 35.0
mg/L
• A. (2.) 0.030 MGD
• BOD Summer limits of Monthly Average 5.0 mg/L and Weekly Average 7.50
mg/L
• BOD Winter limits of Monthly Average 10.0 mg/L and Weekly Average 15.0
mg/L
• NH3 as N Summer limits of Monthly Average 2.0 mg/L and Weekly Average 6.0
mg/L
• NH3 as N Winter limits of Monthly Average 4.0 mg/L and Weekly Average* 12.0
mg/L
• Footnote has been added to include new TRC Language.
PROPOSED SCHEDULE FOR PERMIT ISSUANCE
Draft Permit to Public Notice: June 22, 2011
Permit Scheduled to Issue: August 22, 2011
NPDES DIVISION CONTACT
If you have questions regarding any of the above information or on the attached permit, please
contact Bob Guerra at [phone] or by email at bob.guerraO-ncdenr.gov.
Regional Office Comments
NAME: DATE:
Fact Sheet
NPDES NCO028916 Renewal
Page 3

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Guerra, Bob
From: Doyle Freeman [[e-mail]]
Sent: Tuesday, June 14, 2011 8:46 AM
To: Guerra, Bob
Subject: FW: Initial response from USGS concerning low -flow estimate for Lewis Creek ... Re: 7Q10 info
Mr. Querra:
Below is the response from USGS for the 7Q10 request for Lewis Creek.
Thanks,
tnoyfe T-reemam Manager
Henderson County utilities
Cara Creek Sewer District
100 North King Street —Sub 210
erson6NC 28792
Phone [phone]
Fax 8@hend2 QN'7
694-661
drrean manQhendersancamtynco'g
All e-mail c onespondeme to and from tHs address is s Wject tothe North Carolina PUNK R ecords Law, w lic h may result in m onitoring and di sclosure to third parties.
From: John C Weaver fmailto:[e-mail]1
Sent: Wednesday, June 08, 2011 3:49 PM
To: Doyle Freeman
Cc: Curtis Weaver; William F Hazell
Subject: Initial response from USGS concerning low -flow estimate for Lewis Creek ... Re: 7Q10 info
Mr. Freeman,
In response to your inquiry about the 7Q10 low -flow statistic for a location on Lewis Creek at U.S. Highway 64 near
Edneyville in Henderson County, the following initial response is provided:
A check of the low -flow files here at the USGS North Carolina Water Science Center does not indicate a previous
determination for your specific point of interest on Lewis Creek at U.S. Highway 64 near Edneyville. In the absence of
discharge records sufficient for a low -flow analysis, estimates of low -flow discharges are determined by assessing a range
of low -flow yields (expressed as flow per square mile drainage area, of cfsm) at nearby locations where low -flow
discharges have been determined.
A preliminary assessment of available information at nearby locations where low -flow discharges were published in a
statewide low -flow report for North Carolina (Giese and Mason, 1993; available online at
htti)://Pubs.er.uscis.gov/#search:advance/page=1/page size=100/series cd=WSP/report number-2403:0) indicates the
7Q10 low -flow yields for streams in vicinity of Edneyville range from about 0.3 to about 0.7 cfsm (average between 0.4
and 0.5). The regional relations presented in the above -referenced report for Hydrologic Area 10 indicate that a 7Q10
low -flow yield (using a drainage area 5 sgmi and mean annual runoff at 1.5 cfsm) is 0.24 cfsm.
A preliminary drainage area of 4.6 sgmi was determined for your point of interest using the online StreamStats application
available for the upper French Broad River basin (http://water.usgs.gov/osw/streamstats/north carolina.html). Applying
the range of above yields to this drainage area provides the 7010 flow estimates in units of cubic feet per second (cfs):

from' about 1'.4 to about 3.2 cfs (average about 2.1 cfs)
y
Please note the estimated discharges and regional relations presented in the report are based on data ending during the
late 1980's and do not reflect the occurrence of recent droughts, which have resulted in decreased low -flow statistics at
some USGS gaging stations.
Please understand this information is based on a preliminary assessment. Further analyses would be needed to confirm
the initial assessment, and a fee of $250 per site is required for completion of a more in-depth assessment and formal
determination of estimates. If you want us to complete a more in-depth assessment, please let me know and we'll
proceed from there. The assessment would be completed within four weeks, and the response would be made via email
with an invoice mailed separately via regular mail following the provision of estimates.
Hope this information is helpful. Please call if you have questions.
Thank you.
Curtis Weaver
J. Curtis Weaver, Hydrologist, PE
USGS North Carolina Water Science Center
3916 Sunset Ridge Road
Raleigh, NC 27607
Phone: [phone] H Fax: [phone]
Mobile: [phone]
E-mail address -- jcweaverCa7usQs.gov
Internet address -- http://nc.water.usgs.gov/
From: William F HazelYWRD/USGS/DOI
To: John C WeaverMRD/USGS/DOIQUSGS
Date: 06/03/2011 01:29 PM
Subject: 7Q10 Info
Curtis,
I received a call from Doyle Freeman, Henderson County Cane Creek Sewer District, 828-694-6608. He is looking for low
flow info on Lewis Cr just us of US 64 nr Edneyville, NC.
I told him I would forward this request to you and you would contact him.
Thank you.
Bill Hazell
William F. Hazell
U.S. Geological Survey
44 Buck Shoals Road, Suite A-2
Arden, North Carolina 28704
828-684-5905 ext 5
828-684-5772 fax
828-778-8505 cell

6/1/2011 IWC Calculations
'Western Justice.. Academy WWTP
NCQ086072` `
Prep�ed By: RLG
Assume upstream TRC level = 0
Assume upstream Fecal level = 0
Check Box if WTP Facility ❑
Enter Design Flow (MGD): 50"11010 Enter Upstream NH3-N Level (mg/L): 0 220
Enter s7Q10(cfs): 14 200`
Enter w7Q10 (cfs): t.900
Total Residual Chlorine
7Q10 (CFS)
1.2
DESIGN FLOW (MGD)
0.01
DESIGN FLOW (CFS)
0.0155
STREAM STD (UG/L)
17.0
UPS BACKGROUND LEVEL (l
0
IWC (%)
1.28
Allowable Conc. (ug/1)
28
Fecal Limit 200/100ml
(If DF >331; Monitor)
(If DF <331; Limit)
Dilution Factor (DF) 78.42
Ammonia (NH3 as N)
Daily MAX
(summer)
35.0 mg/L
7Q10 (CFS)
1.2
DESIGN FLOW (MGD)
0.01
DESIGN FLOW (CFS)
0.0155
STREAM STD (MG/L)
10 HI�
UPS BACKGROUND LEVEL (1
0.220
IWC (%)
1.28
Allowable Conc. (mg/1)
• NOT REQUIRED
Ammonia (NH3 as N)
(winter)
7Q10 (CFS)
1.9
DESIGN FLOW (MGD)
0.01
DESIGN FLOW (CFS)
0.0155
STREAM STD (MG/L)
1 8
UPS BACKGROUND LEVEL (1 0.220
IWC (%)
0.81
Allowable Conc. (mg/1)
R = NOT REQUIRED
6/1/2011

Guerra, Bob
From: Frazier, Wanda [[e-mail]]
Sent: Monday, August 09, 2010 3:43 PM
To: Poupart, Jeff; Weaver, Charles; Bob Guerra
Cc: Edwards, Roger
Subject: FW: DRAFT permit renewal for NC0088056 (Blacksmith Run W WTP)
Attachments: 88056_map.ppt; 88056 draft.doc; 88056 Expedited Fact Sheet.doc, 88056 box2010.doc;
88056 a cover page 2010.doc; NC0088056 6-9-09.pdf; NCO088056 9-29-08.pdf; NCO088056
8-1-07.pdf; NCO088056 10-12-06.pdf; NC0086070 11-14-06.pdf; NC0086070 3-11-09.pdf;
86070 a cover page 2010.doc
Importance: High
Jeff and Bob.
I talked to Charles and Roger about the renewals for Blacksmith Run (NC0088056) and Western Justice
Academy (NC0086070).
Blacksmith Run is located within 0.5 mile upstream of the Western Justice Academy. They both discharge
into Lewis Creek (C-Trout).
Both permits are up for renewal.
The Justice Academy sent you a letter (dated July 9, 210), requesting the following changes:
1. Increase current BOD limits:
From: Summer 5.0 mo ave and 7.5 weekly ave
To: Summer 30 mo ave and 45 daily ave
From: Winter 30 mo ave and 15 weekly ave
To: Winter 30 mo ave and 45 daily ave
(Which is 30/45 year round.)
2. Increase ammonia nitrogen limits:
From: Summer 2.0 mo ave and 6 weekly ave
To: 30 mo ave and 35 daily ave
From: Winter 4 mo ave and 12 weekly ave
To: 25 mo ave and 35 daily ave
3. Eliminate the upstream and downstream monitoring requirements for:
fecal coliform
dissoived oxygen
(and I would also include: temperature)

:.
These requested changes for the Justice Academy would reflect the current requirements for Blacksmith
Run. A copy of both limit pages were sent with the Justice Academy's letter.
Since both of these facilities discharge into Lewis Creek within half a mile of each other, we would like to
see permits limits for both facilities be more balanced. The ARO is requesting that the Justice Academy's
limits be relaxed and Blacksmith Run's limits stay the same.
I spoke with Soil and Water staff regarding current agricultural practices in the area. Based on our
discussions, we don't feel that the same irrigation practices are being used now, compared to those that
were used in 1998 (when the permit was originally issued). This is due to farms becoming GAP (good
agricultural practices) certified, so that their produce can be sold to local grocery stores under the USDA
guidelines. Most produce farmers are no longer using surface water for irrigation, they are using
groundwater or other protected sources. In light of these recent developments, the ARO feels that the
proposed limit changes are justified for the Justice Academy.
Charles recommended sending this info to you and Bob, since Bob is handling the renewal of the Justice
Academy.
Charles.
Attached are the last 4 inspections for Blacksmith Run, as well as, the current facility cover page info.
1 would suggest changing the following
From:
To:
1. Continue to operate a 0.089 MGD wastewater treatment that includes the following components:
➢ Influent pump station
➢ Bar screen
➢ Flow equalization
➢ Dual aeration basins
➢ Two secondary clarifiers
➢ Sludge holding
➢ UV disinfection
➢ Post aeration tank
➢ Flow meter
This facility is located at the Blacksmith Run WWTP, off Chimney Rock Road, near Edneyville in
Henderson County.
1. Continue to operate a 0.089 MGD wastewater treatment that includes the following components:
➢ influent pump station with duplex 5.5 HP pumps rated at 380 gpm;
➢ 22,500 gallon flow equalization basin with duplex 2 HP pumps (34 gpm);
➢ bar screen;
2

➢ dual path 50,720 gallon aeration basins with 7.5 HP triplex blowers (172 scfm each) providing
diffused air;
➢ 144 sq ft clarifiers with sludge returns;
➢ 13,629 gallon aerobic digestor with a 5 HP blower;
➢ UV disinfection with 6 bulb racks for duplicity;
➢ 2000 gallon post aeration tank;
➢ V-notch weir with continuous flow measurement; and
➢ 125 KW standby emergency generator.
This facility is located at the Blacksmith Run WWTP, off of Chimney Rock Road, near Edneyville in
Henderson County.
Bob,
Attached are the last 2 inspections for the Justice Academy, as well as, the current facility cover page info.
I would suggest the following:
1. Continue to operate a 0.030 MGD extended aeration wastewater treatment that includes the
following components:
➢ 7,300 gallon flow equalization basin with bar screen, pumps and inlet flow control splitter
box;
➢ 53,000 gallon (total) dual aeration basins with dual blowers providing a minimum of 250 scfm
➢ diffused air (with largest blower out of service);
➢ dual clarifiers (64 sq ft each and 2,430 gallons each) with sludge return;
➢ pre -filter tablet chlorinator;
➢ dual multi -media (sand & anthracite) tertiary filters (with a minimum of 10 sq ft each);
➢ 3,124 gallon clearwell, mudwell and mudwell pumps;
➢ post aeration with audible and visual alarms;
➢ continuous recording flow meter;
➢ tablet chlorinator;
➢ 625 gallon chlorine contact chamber;
➢ tablet dechlorinator;
➢ composite sampler;
➢ 5,000 gallon aerobic digestor; and
➢ effluent pump station.
This facility is located at the Western Justice Academy WWTP, at 3973 Chimney Rock Road, near
Edneyville in Henderson County.
Please feel free to contact me anytime with questions or comments.
Thanks,
Wanda
3

tea-.
R d
o � 36 �� c� ✓��j n!�{3
4 A 3 Iw(c't�-
np %SU�svw 3v /3

1
1
0.30
7.58
3.39
2.52
1.32
1
1
0.35
7.57
3.35
2.48
1.33 -
1
1
0.40
7.57
3.32
2.44
1.35
1
1
0.45
7.57
3.29
2.41
1.36
1
1
0.50
7.56
3.25
2.37
1.37
1
2
0.50
7.33
7.07
6.54
1.51
1
2
0.60
7.25
6.91
6.35
1.53
1
2
0.70
7.19
6.76
6.16
1.56
1
2
0.80
7.13
6.61
5.99
1.58
1
2
0.90
7.08
6.46
5.81
1.61
1
2
1.00
7.04
6.32
5.65
1.63
1
2
1.10
7.01
6.19
5.49
1.66
1
2
1.20
6.99
6.06
5.34
1.68
1
2
1.30
6.97
5.93
5.19
1.71
1
2
1.40
6.95
5.81
5.05
1.73
1
2
1.50
6.94
5.69
4.91
1.76
1
2
1.60
6.93
5.58
4.78
1.78
1
2
1.70
6.93
5.47
4.65
1.81
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
7.62
3.60
2.75
1.25
1
1
0.05
7.61
3.57
2.71
1.26
1
1
0.10
7.60
3.53
2.67
1.27
1
1
0.15
7.59
3.49
2.63
1.28
1
1
0.20
7.59
3.46
2.59
1.30
1
1
0.25
7.58
3.42
2.55
1.31
1
1
0.30
7.58
3.39
2.52
1.32
1
1
0.35
7.57
3.35
2.48
1.33
1
1
0.40
7.57
3.32
2.44
1.35
1
1
0.45
7.57
3.29
2.41
1.36
1
1
0.50
7.56
3.25
2.37
1.37
1
2
0.50
7.33
7.07
6.54
1.51
1
2
0.60
7.25
6.91
6.35
1.53
1
2
0.70
7.19
6.76
6.16
1.56
1
2
0.80
7.13
6.61
5.99
1.58
1
2
0.90
7.08
6.46
5.81
1.61
1
2
1.00
7.04
6.32
5.65
1.63
1
2
1.10
7.01
6.19
5.49
1.66
1
2
1.20
6.99
6.06
5.34
1.68
1
2
1.30
6.97
5.93
5.19
1.71
1
2
1.40
6.95
5.81
5.05
1.73
1
2
1.50
6.94
5.69
4.91
1.76
1
2
1.60
6.93
5.58
4.78
1.78
1
2
1.70
6.93
5.47
4.65
1.81
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
7.62
3.60
2.75
1.25
1
1
0.05
7.61
3.57
2.71
1.26
1
1
0.10
7.60
3.53
2.67
1.27
1
1
0.15
7.59
3.49
2.63
1.28
1
1
0.20
7.59
3.46
2.59
1.30
1
1
0.25
7.58
3.42
2.55
1.31
1
1
0.30
7.58
3.39
2.52
1.32
1
1
0.35
7.57
3.35
2.48
1.33
1
1
0.40
7.57
3.32
2.44
1.35
1
1
0.45
7.57
3.29
2.41
1.36
1
1
0.50
7.56
3.25
2.37
1.37
1
2
0.50
7.33
7.07
6.54
1.51
1
2
0.60
7.25
6.91
6.35
1.53
1
2
0.70
7.19
6.76
6.16
1.56
l
2
0.80
7.13
6.61
5.99
1.58
1
2
0.90
7.08
6.46
5.81
1.61

SUMMER
LEWIS CR DISCH. W/ EXISTING'
LIMITS
MODEL RESULTS
: WESTERN JUSTICE ACADEMY
ischarger
eceiving Stream�LEWISCREEK----------------------------------
- _ -------------
-------------------------
he End D.O.is
-_-
7.00 mg/l.
he End CBOD
is 4.67 mg/l.
'he End NBOD
is3.89 mg/l-------------------------------------
-------
---------------------------------
WLA
CBOD
WLA
NBOD
WLA
DO
Waste Flow
DO Min
(mg/1) Milepoint Reach#
-
(mg/1_)
(/1)
mg
-_--
(mg/1)
-_
(mgd)
__________
segment 1
------
.16.95 1.10 2
7.50
9.00
5.00
0.03000
0.08900
Reach 1
4.0
48.00
0.00
Reach 2

*** MODEL SUMMARY DATA ***
Discharger :
WESTERN
JUSTICE ACADEMY
Subbasin :
040302
Receiving Stream :
LEWIS CREEK
Stream
Class:
C TR
Summer 7Q10 :
1.2
Winter
7Q10
: 1.8
Design Temperature:
23.0
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
--------------------------------------------------------------------------------
mile
ft/mi
fps
I ft
designi
@200
I design I
@200 I
design
Segment 1
0.50
6.40
0.129
0.82
0.26
0.23
1.58
1.48
0.38
Reach 1
--------------------------------------------------------------------------------
Segment 1
1 1.20
6.40
0.144
1 0.88
1 0.26 1
0.23
1 1.77 1
1.65
0.38
.Reach 2
t
Flow
CBOD
NBOD
D.O.
cfs
mg/1
mg/1
mg/1
Segment 1
Reach 1
Waste
0.046
7.500
9.000
5.000
Headwaters 1.200
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.250
2.000
1.000
7.720
Segment 1
Reach 2
Waste
0.138
45.000
48.000
0.000
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.250
2.000
1.000
7.720
* Runoff flow is in cfs/mile

SUMMER
LEWIS CR
DISCH.
LIMITS
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
7.62
2.21
1.30
1.25
1
1
0.05
7.63
2.19
1.28
1.26
1
1
0.10
7.64
2.17
1.27
1.27
1
1
0.15
7.65
2.16
1.26
1.28
1
1
0.20
7.66
2.14
1.24
1.30
1
1
0.25
7.67
2.13
1.23
1.31
1
1
0.30
7.68
2.12
1.22
1.32
1
1
0.35
7.69
2.10
1.20
1.33
1
1
0.40
7.70
2.09
1.19
1.35
1
1
0.45
7.71
2.07
1.18
1.36
1
1
0.50
7.72
2.06
1.17
1.37
1
2
0.50
7.02
5.98
5.45
1.51
1
2
0.60
6.99
5.85
5.29
1.53
1
2
0.70
6.98
5.73
5.14
1.56
1
2
0.80
6.97
5.61
4.99
1.58
1
2
0.90
6.96
5.49
4.85
1.61
1
2
1.00
6.95
5.37
4.71
1.63
1
2
1.10
6.95
5.26
4.58
1.66
1
2
1.20
6.96
5.16
4.46
1.68
1
2
1.30
6.96
5.05
4.34
1.71
1
2
1.40
6.97
4.96
4.22
1.73
1
2
1.50
6.98
4.86
4.11
1.76
1
2
1.60
6.99
4.77
4.00
1.78
1
2
1.70
7.00
4.67
3.89
1.81
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
W/ EXISTING

SUMMER
LEWIS CR. DISCH W/ EQUIV LMTS
& LOWER NH3 LMTS TG MEET TOX
---------- MODEL RESULTS ----------
Discharger : WESTERN JUSTICE ACADEMY
Receiving Stream : LEWIS CREEK
----------------------------- -----
The End D.O. is 7.01 mg/l.
The End CBOD is 5.47 mg/l.
The End NBOD is 2.84 mg/l.
----------------------------------------------------------------------
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1) Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd)
----------------------
Segment 1 6.82 0.50 2
----
----
--
----------
Reach 1
45.00
26.00
0.00
0.03000
Reach 2
45.00
26.00
0.00
0.08900
d
N► 3
6 esk

*** MODEL SUMMARY DATA ***
Discharger :
WESTERN
JUSTICE ACADEMY
Subbasin :
040302
Receiving Stream :
LEWIS CREEK
Stream
Class:
C TR
Summer 7Q10 :
1.2
Winter
7Q10
1.8
Design Temperature:
23.0
LENGTHI
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
---------------------------------------------------------------
I ft/mi
fps
I ft
design I
@200
I design I
C200
design
Segment 1
0.50
6.40
0.129
0.82
0.26
0.23
1.58
1.48
0.38
Reach 1
--------------------------------------------------------------------------------
Segment 1
1.20
6.40
0.144
1 0.88
1 0.26 1
0.23
1 1.77 1
1.65
0.38
Reach 2
f
Flow
CBOD
cfs
mg/1
Segment 1
Reach 1
Waste
0.046
45.000
Headwaters
1.200
2.000
Tributary
0.000
2.000
* Runoff
0.250
2.000
NBOD D.O.
mg/1 I mg/1
26.000
0.000
1.000
7.720
I
1.000
7.72
1.000
7.720
Segment 1
Reach 2
Waste
0.138
45.000
26.000
0.000
Tributary
0.000
1
2.000
1.000
7.720
* Runoff
0.250
2.000 1.000 7.720
*,Runoff
flow is in
cfs/mile

SUMMER
LEWIS CR. DISCH W/ EQUIV LMTS
& LOWER
NH3 LMTS TO MEET TOX
Seg #
Reach #
{ Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
7.43
3.60
1.93
1.25
1
1
0.05
7.44
3.57
1.91
1.26
1
1
0.10
7.45
3.53
1.88
1.27
1
1
0.15
7.45
3.49
1.85
1.28
1
1
0.20
7.46
3.46
1.83
1.30
1
1
.0.25
7.47
3.42
1.81
1.31
1
1
0.30
7.47
3.39
1.78
1.32
1
1
0.35
7.48
3.35
1.76
1.33
1
1
0.40
7.49
3.32
1.74
1.35
1
1
0.45
7.49
3.29
1.71
1.36
1
1
0.50
7.50
3.25
1.69
1.37
1
2
0.50
6.82
7.07
3.91
1.51
1
2
0.60
6.82
6.91
3.80
1.53
1
2
0.70
6.83
6.76
3.70
1.56
1
2
0.80
6.84
6.61
3.60
1.58
1
2
0.90
6.86
6.46
3.50
1.61
1
2
1.00
6.87
6.32
3.41
1.63
1
2
1.10
6.89
6.19
3.32
1.66
1
2
1.20
6.91
6.06
3.23
1.68
1
2
1.30
6.93
5.93
3.15
1.71
1
2
1.40
6.95
5.81
3.07
1.73
1
2
1.50
6.97
5.69
2.99
1.76
1
2
1.60
6.99
5.58
2.91
1.78
1
2
1.70
7.01
5.47
2.84
1.81
Seg #
Reach ##
Seg Mi
D.Q.
CBOD
NBOD
Flow

WINTER
LEWIS CR. DISCH. W/ EQUIV LMTS
& LOWER NH3 FOR TOX (WINTER)
---------- MODEL RESULTS ----------
Discharger : WESTERN JUSTICE ACADEMY
Receiving Stream : LEWIS CREEK
----------------------------------------------------------------------
The End D.O. is 9.50 mg/l.
The End CBOD is 4.56 mg/l.
The End NBOD is 5.69 mg/l.
----------------------------------------------------------------------
WLA
WLA
WLA
DO Min CBOD
NBOD
DO
Waste Flow
(mg/1) Milepoint Reach # (mg/1)
(mg/1)
(mg/1)
(mgd)
---------------------- ----
Segment 1 9.06 0.50 2
----
--
----------
Reach 1 45.00
76.50
0.00
0.03000
Reach 2 45.00
76.50
0.00
0.08900
k
N�3

T •
MODEL SUMMARY DATA
Discharger : WESTERN JUSTICE ACADEMY Subbasin 040302
Receiving Stream : LEWIS CREEK Stream Class: C TR
Sumner 7Q10 : 1.2 Winter 7Q10 : 1.8
Design Temperature: 12.0
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
I KN
mile
------------ ---------------------------------------------------------------
ft/mi
fps
I ft
design I
@200
I design I
@200
design
Segment 1 0.50
6.40
0.174
0.87
0.16
0.24
1.68
2.00
0.16
Reach 1
--------------------------------------------------------------------------------
Segment 1 1.20
6.40
0.193
1 0.92
1 0.16 1
0.24
1 1.87 1
2.23
0.16
Reach 2
t
Flow
CBOD
NBOD
D.O.
cfs
mg/1
mg/1
mg/l
Segment 1
Reach 1
Waste
0.046
45.000
76.500
0.000
Headwaters
1.800
2.000
1.000
9.700
Tributary
0.000
2.000
1.000
9.700
* Runoff
0.440
2.000
1.000
9.700
Segment 1
Reach 2
Waste
0.138
45.000
76.500
0.000
Tributary
0.000
2.000
1.000
9.700
* Runoff
0.440
2.000
1.000
9.700
* Runoff flow is in cfs/mile

WINTER
r
LEWIS CR. DISCH. W/ EQUIV LMTS
& LOWER
NH3 FOR TOX (WINTER)
Seg #
Reach #
Seg Mi f
D.O.
CBOD (
NBOD
Flow
1
1
0.00
9.46
3.08
2.90
1.85
1
1
0.05
9.48
3.06
2.87
1.87
1
1
0.10
9.50
3.04
2.84
1.89
1
1
0.15
9.53
3.02
2.81
1.91
1
1
0.20
9.55
3.00
2.78
1.93
1
1
0.25
9.57
2.98
2.76
1.96
1
1
0.30
9.59
2.96
2.73
1.98
1
1
0.35
9.61
2.94
2.70
2.00
1
1
0.40
9.63
2.92
2.68
2.02
1
1
0.45
9.65
2.90
2.65
2.04
1
1
0.50
9.67
2.89
2.62
2.07
1
2
0.50
9.06
5.52
7.25
2.20
1
2
0.60
9.11
5.42
7.09
2.25
1
2
0.70
9.15
5.33
6.94
2.29
1
2
0.80
9.20
5.24
6.79
2.34
1
2
0.90
9.24
5.15
6.65
2.38
1
2
1.00
9.28
5.07
6.51
2.42
1
2
1.10
9.31
4.99
6.38
2.47
1
2
1.20
9.35
4.91
6.26
2.51
1
2
1.30
9.38
4.84
6.13
2.56
1
2
1.40
9.41
4.76
6.02
2.60
1
2
1.50
9.44
4.69
5.90
2.64
1
2
1.60
9.47
4.63
5.79
2.69
1
2
1.70
9.50
4.56
5.69
2.73
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow

Western Justice Academy
Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS)
1.2
7Q10 (CFS)
1.2
DESIGN FLOW (MGD)
0.03
DESIGN FLOW (MGD)
0.03
DESIGN FLOW (CFS)
0.0465
DESIGN FLOW (CFS)
0.0465
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (1
0
UPS BACKGROUND LEVEL
0.22
IWC (%)
3.73
IWC (%)
3.73
Allowable Concentration (ug,
455.71
Allowable Concentration (m
21.13
Ammonia as NH3
(winter)
7Q10 (CFS)
1.8
Fecal Limit
200/100m1
DESIGN FLOW (MGD)
0.03
Ratio of 25.8 :1
DESIGN FLOW (CFS)
0.0465
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL
0.22
IWC (%)
2.52
Allowable Concentration (m
62.96
NCO086070
1211/2010

Lewis Creek dischargers WWTP
Residual Chlorine
Ammonia as NH3
(summer)
7Q10 (CFS)
1.2
7Q10 (CFS)
1.2
DESIGN FLOW (MGD)
0.119
DESIGN FLOW (MGD)
0.119
DESIGN FLOW (CFS)
0.18445
DESIGN FLOW (CFS)
0.18445
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (1
0
UPS BACKGROUND LEVEL
0.22
IWC (%)
13.32
IWC (%)
13.32
Allowable Concentration (ugi
127.60
Allowable Concentration (m
6.07
Ammonia as NH3
(winter)
7Q10 (CFS)
1.8
Fecal Limit
2001100mi
DESIGN FLOW (MGD)
0.119
Ratio of 6.5 :1
DESIGN FLOW (CFS)
0.18445
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL
0.22
IWC (%)
9.29
Allowable Concentration (m
17.22
NC0086070 and NC0088056 12/3/2010

SUMMER
BLACKSMITH RUN NH3 LIMIT REDUX
TO 6 MG/L, W/ WJUST EX. LIMITS
---------- MODEL RESULTS ----------
Discharger : WESTERN JUSTICE ACADEMY
Receiving Stream : LEWIS CREEK
----------------------------------------------------------------------
The End D.O. is 7.09 mg/l.
The End CBOD is 4.76 mg/l.
The End NBOD is 3.22 mg/l.
----------------------------------------------------------------------
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1) Milepoint Reach #
(mg/1)
(mg/1)
----
(mg/1)
--
(mgd)
----------
----------------------
Segment 1 7.01 0.70 2
----
Reach 1
7.50
9.00
5.00
0.03000
Reach 2
45.00
36.00
0.00
0.08900

*** MODEL SUMMARY DATA ***
Discharger :
WESTERN
JUSTICE ACADEMY
Subbasin :
040302
Receiving Stream :
LEWIS CREEK
Stream
Class:
C TR
Summer 7Q10 :
1.2
Winter
7Q10
: 1.8
Design Temperature:
23.0
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
-------------------------------------------------------------------
ft/mi
fps
I ft
design I
@200
I design I
@200 I
design
Segment 1
0.50
6.40
0.129
0.82
0.26
0.23
1.58
1.48
0.38
Reach 1
--------------------------------------------------------------------------------
Segment 1
1 1.10
6.40
0.143
1 0.88
1 0.26 1
0.23
1 1.76 1
1.65
0.38
Reach 2
t
Flow
CBOD
NBOD
D.Q.
cfs
mg/l
mg/l
mg/1
Segment 1
Reach 1
Waste
0.046
7.500
9.000
5.000
Headwaters 1.200
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.250
2.000
1.000
7.720
Segment 1
Reach 2
Waste
0.138
45.000
36.000
0.000
Tributary
0.000
1
2.000
1.000
7.720
* Runoff
0.250
2.000
1.000
7.720
* Runoff flow is in cfs/mile

SUMMER
BLACKSMITH RUN NH3 LIMIT REDUX
TO #
MG/L, W/ WJUST EX. LIMITS-
Seg #
Reach ##
Seg Mi
D.O.
CBOD
NBOD
Flow
l
1
0.00
7.62
2.21
1.30
1.25
1
1
0.05
7.63
2.19
1.28
1.26
1
1
0.10
7.64
2.17
1.27
1.27
1
1
0.15
7.65
2.16
1.26
1.28
1
1
0.20
7.66
2.14
1.24
1.30
1
1
0.25
7.67
2.13
1.23
.1.31
l
1
0.30
7.68
2.12
1.22
1.32
1
1
0.35
7.69
2.10
1.20
1.33
1
1
0.40
7.70
2.09
1.19
1.35
1
1
0.45
7.71
2.07
1.18
1.36
1
1
0.50
7.72
2.06
1.17
1.37
1
2
0.50
7.02
5.98
4.35
1.51
1
2
0.60
7.01
5.85
4.23
1.53
1
2
0.70
7.01
5.73
4.11
1.56
1
2
0.80
7.01
5.61
3.99
1.58
1
2
0.90
7.01
5.49
3.88
1.61
1
2
1.00
7.02
5.37
3.78
1.63
1
2
1.10
7.03
5.26
3.68
1.66
1
2
1.20
7.04
5.16
3.58
1.68
1
2
1.30
7.05
5.05
3.48
1.71
1
2
1.40
7.06
4.95
3.39
1.73
1
2
1.50
7.08
4.86
3.31
1.76
1
2
1.60
7.09
4.7.6
3.22
1.78
Seg #
Reach #
( Seg Mi
D.O.
CBOD i
NBOD
Flow

SUMMER
LEWIS CR. DISCH . BOTH W/.. _BLACK
SMITH RUN FXIStING LIMITS
MODEL RESULTS
Discharger
: WESTERN JUSTICE ACADEMY
Receiving Stream :
LEWIS CREEK
----------------------------------------------------------------------
The End D.O.
is 6.74
mg/l.
The End CBOD
is 5.47
mg/l.
The End NBOD
----------------------------------------------------------------------
is 4.65
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment 1
6.69.
1.10 2
Reach 1
45.00
48.00
0.00
0.03000
Reach 2
45.00
48.00
0.00
0.08900

i
U
*** MODEL
SUMMARY DATA ***
Discharger :
WESTERN
JUSTICE
ACADEMY
Subbasin
040302
Receiving Stream :
LEWIS CREEK
Stream
Class:
C TR
Summer 7Q10 :
1.2
Winter
7Q10
1.8
Design Temperature:
23.0
LENGTH
SLOPE
VELOCITY DEPTH
Kd
Kd
Ka
Ka
KN
mile
------------ -------------------------------------------------------------------
ft/mi
fps
I ft
design I
@2010
I design
@200
design
Segment 1
0.50
6.40
0.129
0.82
0.26
0.23
1.58
1.48
0.38
Reach 1
--------------------------------------------------------------------------------
Segment 1
1 1.20
6.40
0.144
1 0.88
1 0.26 1
0.23
1 1.77 1
1.65
0.38
Reach 2
Flow
CBOD
NBOD
D.O.
cfs
mg/1
mg/l
mg/1
Segment 1
Reach 1
Waste
0.046
45.000
48.000
0.000
Headwaters
1.200
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.250
2.000
1.000
7.720
Segment 1
Reach 2
Waste
0.138
45.000
48.000
0.000
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.250
2.000
1.000
7.720
* Runoff flow is in cfs/mile

SUMMER
"
LEWIS
CR. DISCH. BOTH.W/ BLACK,
.SMITH
RUN EXISTING LIMITS
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
7.43
3.60
2.75
1.25
1
1
0.05
7.43
3.57
2.71
1.26
1
1
0.10
7.43
3.53
2.67
1.27
1
1
0.15
7.43
3.49
2.63
1.28
1
1
0.20
7.43
3.46
2.59
1.30
1
1
0.25
7.43
3.42
2.55
1.31
1
1
0.30
7.44
3.39
2.52
1.32
1
1
0.35
7.44
3.35
2.48
1.33
1
1
0.40
7.44
3.32
2.44
1.35
1
1
0.45
7.44
3.29
2.41
1.36
1
1
0.50
7.45
3.25
2.37
1.37
1
2
0.50
6.77
7.07
6.54`-"
1.51
1
2
0.60
6.74
6.91
6.35 d
1.53
1
2
0.70
6.72
6.76
6.16
1.56
1
2
0.80
6.70
6.61
5.99
1.58
1
2
0.90
6.69
6.46
5.81
1.61
1
2
1.00
6.69
6.32
5.65
1.63
1
2
1.10
6.69
6.19
5.49
1.66
1
2
1.20
6.69
6.06
5.34
1.68
1
2
1.30
6.69
5.93
5.19
1.71
1
2
1.40
6.70
5.81
5.05
1.73
1
2
1.50
6.71
5.69
4.91
1.76
1
2
1.60
6.73
5.58
4.78
1.78
1
2
1.70
6.74
5.47
4.65
1.81
Seg #
Reach #
Seg Mi
D.O. j
CBOD
NBOD (
Flow

WINTER
_.
WJUS10WT
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
9.62
2.37
1.76
1.82
1
1
0.05
9.64
2.36
1.75
1.84
1
1
0.10
9.66
2.34
1.73
1.86
1
1
0.15
9.68
2.33
1.72
1.88
1
1
0.20
9.70
2.32
1.71
1.90
1
1
0.25
9.72
2.31
1.69
1.93
1
1
0.30
9.74
2.30
1.68
1.95
1
1
0.35
9.76
2.29
1.67
1.97
1
1
0.40
9.78
2.28
1.65
1.99
1
1
0.45
9.80
2.27
1.64
2.01
1
1
0.50
9.81
2.26
1.63
2.04
1
2
0.50
9.19
4.98
7.24
2.17
1
2
0.60
9.23
4.89
7.08
2.22
1
2
0.70
9.27
4.81
6.93
2.26
1
2
0.80
9.31
4.73
6.78
2.31
1
2
0.90
9.34
4.66
6.63
2.35
1
2
1.00
9.37
4.58
6.50
2.39
1
2
1.10
9.40
4.51
6.37
2.44
1
2
1.20
9.43
4.45
6.24
2.48
1
2
1.30
9.46
4.38
6.11
2.53
1
2
1.40
9.49
4.32
6.00
2.57
1
2
1.50
9.52
4.26
5.88
2.61
1
2
1.60
9.54
4.20
5.77
2.66
1
2
1.70
9.57
4.14
5.66
2.70
Seg #
Reach #
Seg Mi
D.O.
CBOD
NBOD
Flow

WINTER
WJUS10WT
MODEL RESULTS
Discharger
:
WESTERN JUSTICE ACADEMY
Receiving Stream :
LEWIS CREEK
----------------------------------------------------------------------
The End D.O.
is 9.57
mg/l.
The End CBOD
is 4.14
mg/l.
The End NBOD
----------------------------------------------------------------------
is 5.66
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment 1
------
9.19
----------------
0.50 2
----
----
--
----------
Reach 1
45.00
90.00
0.00
0.01000
Reach 2
45.00
90.00
0.00
0.08900

*** MODEL SUMMARY DATA ***
Discharger :
WESTERN
JUSTICE ACADEMY
Subbasin
040302
Receiving Stream :
LEWIS CREEK
Stream
Class:
C TR
Summer 7Q10 :
1.2
Winter
7Q10
: 1.8
Design Temperature:
12.0
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
-------------------------------------------------------------------
ft/mi
fps
I ft
design I
@200
I design I
@200 I
design
Segment 1
0.50
6.40
0.172
0.86
0.16
0.23
1.66
1.98
0.16
Reach 1
--------------------------------------------------------------------------------
Segment 1
1 1.20
6.40
0.192
1 0.92
1 0.16
0.24
1 1.85 1
2.21
0.16
Reach 2
Flow
cfs
Segment 1
Reach 1
Waste
0.015
Headwaters
1.800
Tributary
0.000
* Runoff
0.440
Segment 1 Reach 2
Waste 0.138
Tributary 0.000
* Runoff 0.440
CBOD
NBOD
mg/1
mg/1
45.000
90.000
2.000
1.000
2.000
1.000
2.000
1.000
45.000
2.000
190.000
1.000
2.000
1.000
* Runoff flow is in cfs/mile
D.O.
mg/l
0.000
9.700
9.700
9.700
0.000
9.700
9.700

SUMMER
WJUS10SM
Seg #
Reach #
Seg Mi
D.O.
CBOD
MOD
Flow I
1
1
0.00
7.62
2.55
1.39
1.22 '
1
1
0.05
7.63
2.53
1.37
1.23
1
1
0.10
7.64
2.51
1.36
1.24
1
1
0.15
7.65
2.48
1.34
1.25
1
1
0.20
7.65
2.46
1.32
1.27
1
1
0.25
7.66
2.44
1.31
1.28
1
1
0.30
7.67
2.42
1.29
1.29
1
1
0.35
7.68
2.41
1.28
1.30
1
1
0.40
7.68
2.39
1.27
1.32
1
1
0.45
7.69
2.37
1.25
1.33
1
1
0.50
7.70
2.35
1.24
1.34
1
2
0.50
6.98
6.33
4.06
1.48
1
2
0.60
6.98
6.19
3.95
1.50
1
2
0.70
6.98
6.05
3.83
1.53
1
2
0.80
6.98
5.92
3.73
1.55
1
2
0.90
6.99
5.79
3.62
1.58
1
2
1.00
6.99
5.67
3.53
1.60
1
2
1.10
7.00
5.55
3.43
1.63
1
2
1.20
7.02
5.43
3.34
1.65
1
2
1.30
7.03
5.32
3.25
1.68
1
2
1.40
7.04
5.21
3.17
1.70
1
2
1.50
7.06
5.11
3.08
1.73
1
2
1.60
7.08
5.01
3.00
1.75
1
2
1.70
7.09
4.91
2.93
1.78
Seg #
Reach #
Seg Mi
D.O.
CBOD
MOD
Flow

SUMMER
WJUS10SM
MODEL RESULTS
Discharger
:
WESTERN JUSTICE ACADEMY
Receiving Stream :
LEWIS CREEK
----------------------------------------------------------------------
The End D.O.
is 7.09
mg/l.
The End CBOD
is 4.91
mg/l.
The End NBOD
----------------------------------------------------------------------
is 2.93
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
Milepoint Reach #
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment 1
------
6.98
----------------
0.60 2
----
----
--
----------
Reach 1
45.00
31.50
0.00
0.01000
Reach 2
45.00
31.50
0.00
0.08900

*** MODEL SUMMARY DATA ***
Discharger :
WESTERN
JUSTICE ACADEMY
Subbasin :
040302
Receiving Stream :
LEWIS CREEK
Stream
Class:
C TR
Summer 7Q10 :
1.2
Winter
7Q10
: 1.8
Design Temperature:
23.0
LENGTH
SLOPE
VELOCITY
DEPTH
Kd
Kd
Ka
Ka
KN
------------
mile
-------------------------------------------------------------------
ft/mi
fps
I ft
design I
@200
I design
@200
design
Segment 1
0.50
6.40
0.126
0.82
0.26
0.23
1.55
1.46
0.38
Reach 1
--------------------------------------------------------------------------------
Segment 1
1 1.20
6.40
0.142
1 0.88
1 0.26 1
0.23
1 1.74 1
1.63
0.38
Reach 2
t
Flow
CBOD
NBOD
D.O.
cfs
mg/l
mg/1
mg/1
Segment 1
Reach 1
Waste
0.015
45.000
31.500
0.000
Headwaters
1.200
2.000
1.000
7.720
Tributary
0.000
2.000
1.000
7.720
* Runoff
0.250
2.000
1.000
7.720
Segment 1
Reach 2
Waste
0.138
45.000
31.500
0.000
Tributary
0.000,
2.000
1.000
7.720
* Runoff
0.250
2.000
1.000
7.720
* Runoff flow is in cfs/mile

D
r
•
WINTER
WJBKLNU2
Seg #
Reach # (
Seg Mi
D.O.
CBOD
NBOD
Flow
1
1
0.00
9.61
2.33
1.43
1.85
1
1
0.05
9.63
2.32
1.42
1.87
1
1
0.10
9.66
2.31
1.41
1.89
1
1
0.15
9.68
2.30
1.40
1.91
1
1
0.20
9.70
2.29
1.39
1.93
1
1
0.25
9.72
2.28
1.38
1.96
1
1
0.30
9.74
2.27
1.38
1.98
1
1
0.35
9.76
2.26
1.37
2.00
1
1
0.40
9.78
2.25
1.36
2.02
1
1
0.45
9.80
2.24
1.35
2.04
1
1
0.50
9.82
2.23
1.35
2.07
1
2
0.50
9.20
4.91
6.89
2.20
1
2
0.60
9.24
4.82
6.74
2.25
1
2
0.70
9.28
4.75
6.60
2.29
1
2
0.80
9.32
4.67
6.46
2.34
1
2
0.90
9.36
4.60
6.33
2.38
1
2
1.00
9.39
4.53
6.20
2.42
1
2
1.10
9.42
4.46
6.07
2.47
1
2
1.20
9.45
4.39
5.95
2.51
1
2
1.30
9.48
4.33
5.84
2.56
1
2
1.40
9.51
4.27
5.73
2.60
1
2
1.50
9.54
4.21
5.62
2.64
1
2
1.60
9.56
4.15
5.52
2.69
1
2
1.70
9.59
4.09
5.42
2.73
Seg #
( Reach ##
Seg Mi
D.O.
CBOD (
NBOD
Flow

*** MODEL SUMMARY DATA ***
Discharger :
WESTERN
JUSTICE
ACADEMY
Subbasin :
040302
Receiving Stream :
LEWIS CREEK
Stream
Class:
C TR
Summer 7Q10 :
1.2
Winter
7Q10
: 1.8
Design Temperature:
12.0
LENGTH
SLOPE
VELOCITY DEPTH
Kd
Kd
Ka
Ka
KN
mile
------------ -------------------------------------------------------------------
ft/mi
fps
I ft
design I
@200
I design I
@200 I
design
Segment 1
0.50
6.40
0.174
0.87
0.16
0.24
1.68
2.00
0.16
Reach 1
--------------------------------------------------------------------------------
Segment 1
1 1.20
6.40
0.193
1 0.92
1 0.16 1
0.24
1 1.87 1
2.23
0.16
Reach 2
Flow
cfs
Segment 1
Reach 1
Waste
0.046
Headwaters
1.800
Tributary
0.000
* Runoff
0.440
Segment 1 Reach 2
Waste 0.138
Tributary 0.000
* Runoff 0.440
CBOD NBOD
mg/1 mg/1
15.000
18.000
2.000
1.000
2.000
1.000
2.000
1.000
45.000
2.000
190.000
1.000
2.000
1.000
* Runoff flow is in cfs/mile
D.O.
mg/1
6.000
9.700
9.700
9.700
0.000
9.700
9.700

r
•
WINTER
WJBKLNU2
MODEL RESULTS
Discharger
:
WESTERN JUSTICE ACADEMY
Receiving Stream :
LEWIS CREEK
----------------------------------------------------------------------
The End D.O.
is 9.59
mg/l.
The End CBOD
is 4.09
mg/l.
The End NBOD
----------------------------------------------------------------------
is 5.42
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flow
(mg/1)
------
Milepoint Reach #
----------------
(mg/1)
----
(mg/1)
----
(mg/1)
--
(mgd)
----------
Segment 1
9.20
0.50 2
Reach 1
15.00
18.00
6.00
0.03000
Reach 2
45.00
90.00
0.00
0.08900

100 N. King Street — Suite 210
Hendersonville, NC 28792
Phone: [phone]
Fax: [phone]
Doyle Freeman, Manager
Joanna Manley, Administrative Assistant
Dean Ring, Engineering Technician
Henderson County Utilities Department
July 09, 2010
Mr. Jeff Poupart
NCDENR/DWQ/Point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Wastewater Discharge Permit
Western Justice Academy
NPDES Permit NC0086070
Dear Mr. Poupart:
The permit for the above referenced facility is currently being reviewed for renewal.
Please accept this request for the following changes to the permit:
JUL 13 2010
1. Increase the Biochemical Oxygen Demand (BODs) limits to (45.0 mg/L daily maximum, 30.0 mg/L
monthly average).
2. Eliminate the upstream/downstream Fecal Coliform and Dissolved Oxygen sampling.
3. Revise the NH3 and N limits (summer I0mg/L monthly average and 35mg/L daily maximum); (winter
25mg/L monthly average and 35 mg(L daily maximum).
We feel these requested changes are reasonable and would be compatible with permit NC0088056 which
has a point source discharge within a % mile of the subject point source discharge to Lewis Creek (stream
class C-Tr.).
If you have any questions or need additional information, please let me know. Your time and
consideration of this request are greatly appreciated.
LwwizJ
DoyleTreenian, Manager
cc: Mr. Mark Jones, ORC — Jones Environmental
Ms. Wanda Frazier, Environmental Specialist — NCDENR-Asheville Regional Office
Attachments

1(10 N. King Street — Suite 210
,Hendersonville, NC 28792
Phone: [phone]
Fax: [phone]
April 28, 2010
Doyle Freeman, Manager
Joanna Manley, Administrative
Dean Ring, Engineering Technician
Henderson County Utilities Department
Mrs. Dina Sprinkle
NC DENR / DWQ / point Source Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Henderson County Utilities
Permit Renewal
Western Justice Academy
NPDES Permit NC000086070
Dear Mrs. Sprinkle:
Henderson County is requesting renewal of the permit for the above referenced facility.
There have been no changes to the facility since the issuance of the last permit renewal.
If you have any questions or need additional information, please contact our office.
Sincerely,
P e B eman
Manager

q.VZ,1ia
Blacksmith Run WWTP (NC0088056)and NC Western Justice Academy (NC0086070) jmn
Level B model runs on receiving stream- Lewis Creek FRB02
Lewis Creek impaired for biological integrity 2010 303(d) list
Ran models to determine if Lewis Creek is protected for DO standard and NH3 toxicity with both
dischargers included. Previous models had been run on this segment of Lewis Creek but dischargers
were modeled individually. (Note attached email from B. Sledge that will explain the background of
the dischargers). Upon permit renewal, Western Justice requested that their limits be relaxed and be
made equal to Blacksmith Run WWTP. Existing limits of Western Justice are tertiary (5/2/6) for
protection of nearly zero flow stream situation caused by farmer irrigation. Blacksmith's limits were
developed without the low flow situation as a concern and are based on oxygen consumption and NH3
toxicity (30/10 (s) and 30/25 (w), no effluent DO limit).
I" modeling scenario - Both dischargers at existing limits. Historical headwater 7g10 flow of 1.2 cfs
was used at Western Justice, based on current information that the sandbagging of stream that caused
zero/low flow conditions upstream are no longer in practice. Result: Instream DO of 6 mg/I is
protected downstream, however stream profile indicates that NH3 toxicity criteria of 4.5 mg/I is
exceeded instream below the Blacksmith Run discharge.
2"d scenario— Dischargers at equivalent limits (BOD5=30,NH3 tox=10.8, DO =5). This is what Western
Justice requested. Result: Instream DO of 6 mg/I is protected downstream, however stream profile
indicates that NH3 toxicity criteria of 4.5 mg/I is still exceeded and is higher than in the scenario #1 l
model run. r
3'd scenario Nf Western Justice existing tertiary limits remain the same, there is still a problem
instream with NH3. What must Blacksmith Run's's new NH3 limit be to protect instream NH3 toxicity? l l
If NH3 limitis reduced to 8 mg/I from the existing 10.8 mg/I. Result: Instream DO of 6 me/I is protected V
downstream, and NH3 toxicity criteria of 4.5 m¢/1 is no longer exceeded downstream of Blacksmith
Run.
4tn scenario— If Western Justice and Blacksmith run are given equivalent limits that will protect both
DO and NH3 toxicity? Limits of BODS =30 mg/I. NH3 tox = 6 mg/I (summer) and NH3 tox = 17 mg/I
(winter) and no effluent DO limit. Western Justice limits will be less stringent and Blacksmith Run must
have a more stringent s& w NH3 limits.
Recommend that scenarios 3 & 4 be evaluated with the recognition that that Lewis Creek is on
impaired stream list for biological integrity and EPA's review of the permit renewal. At the minimum,
Blacksmith Run's existing NH3 limits need to be re-evaluated.
G

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I

JONES ENVIRONMENTAL
Mark Jones
45 Pleasant ('om i
Flat Rock NC 28731
Phone (8'x)693-4338
Fax 1 1031
April 24, 2010
Permit Renewal Request
Mrs. Dina Sprinkle
Please find enclosed a permit renewal package for the Western NC Justice Academy WDES #
NC0086070). 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 you find this package in order.
If we may be of further assistance please do not hesitate to call or correspond.
Sincerely,
Mark Jones _

0
►0
NPDES APPLICATION FOR PERMIT RENEWAL - FORM A
For Publicly Owned Treatment Works (POTW) or other treatment systems treating
domestic wastes < 0.1 MGD with no pretreatment program.
Mail the complete application to:
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit OCWW86070
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, dick your mouse on top of the box- Othenuise, please print or type.
1. Contact Information:
Owner Name
Henderson County Utilities Department
Facility Name
Western Justice Academy WWTP
Mailing Address
100 N. King Street - Suite 210
City
Hendersonville
State / Zip Code
NC / 28792
Telephone Number
[phone]
Fax Number
[phone]
e-mail Address
[e-mail]
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road 3973 Chimney Rock Road
City Edneyville
State / Zip Code NC / 28792
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 Jones Environmental
Mailing Address 45 Pleasant Court n
City
State / Zip Code
Telephone Number
Fax Number
• VJ
NC / 28731
[phone]
[phone]
4. Population served: 1 Commercial
1 of 3
FwT A 4/05

NPDES APPLICATION FOR PERMIT RENEWAL - FORM A
For Publicly Owned Treatment Works (POTW) or other treatment systems treating
domestic wastes < 0.1 MGD with no pretreatment program-
S
. Do you receive industrial waste?
® No ❑ Yes (if you have an approved pre-treatment program, must complete Form 2A)
6. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
?. Outfall Information:
Number of separate discharge points I
Outfall IdentiScation number js) 001
Is the outfall equipped with a diifaser? ❑ Yes ® No
S. Name of receiving stream(s) (Provide a map shouoing the exact location of each outfallr
Lewis Creek
9. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: 7 Duration:
10. 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 sufficiere4 attach the description of the treatment system in a
separate sheet of paper.
SEE ATTACHED SHEET
11. Flow Information:
Treatment Plant Design flow .03 MGD
Annual Average daily flow .001 MGD (for the previous 3 years)
Mazdmum daily flow .004 MGD (for the previous 3 years)
12. Is this facility located on Indian country?
❑ Yes ® No
2 of 3
Foon-A 4/05

' NPDES APPLICATION FOR PERMIT RENEWAL - FORM A
-' For Publicly Owned Treatment Works (PVM or other treat - mat systems treating
domestic wastes < 0.1 MGD With no pretreatment program.
13. 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 reporte4 report daily maximum
and monthly average. If only one analysis is reporte4 report as daily maximum.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BODs)
2.2
2
mg/ 1
Fecal Coliform
8
2.6
# / 100 ml
Total Suspended Solids
<8.3
<5.8
mg/ 1
Temperature (Summer)
26
degrees C
Temperature (Winter)
6
degrees C
pH
7.2
Standard Units
14. List all permits, construction approvals and/or applications:
Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES
PSD (CAA)
Non -attainment program (CAA)
Permit Number
IS. APPLICANT CERTIFICATION
Type
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.
Doyle Freeman Manager
Printed name of Person Signing Title
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 knowly renders inaccurate any recording or monitoring device or
method required to be operated or maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be guilty of a misdemeanor punishable by a fine not to exceed
$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.)
3 of 3 Fwn-A 4/05

JONES ENVIRONMENTAL
Mark Jones
4> Pleasant Court
Flat Rock NC 28731
Phone [phone]
Fax (828)693-I031
April 24, 2010
Signatory Authority / Authorized Representative
For the purpose of this permit renewal for the NC Justice Academy W WTP : NPDES/NC0086070
evidenced by the signatures below.
Authorized signature:
Mark Jqnes
to rator inin Responsible Charge
Authorizing Permitee
Dyvle Freeman
,D�6atCa pJ

JONES ENVIRONMENTAL
April 24, 2010
Sludge Management and Treatment System
Jones Environmental and Operator in Responsible Charge, Mark Jones (cert.#988527) are providing this
report to assist in permit renewal.
General information:
Facility System Name: WNC Justice Academy W WTP
Responsible Entity: Dole Freeman.
Person in Charge: Dole Freeman.
Applicable Permit: NPEDS # NCO086070
Description of treatment process:
The 0.030 MGD extended aeration facility consists of a bar screen, flow recorder, equalization basin,
duel aeration basins, dual secondary clarifiers, tertiary filters, post aeration, disinfection / chlorination, and
an aerated sludge holding basin.
The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 %
of the respective influent value (85% removal).
This facility is located in Edneyville at the WNC Justice Academy on US 64 in Henderson County.
Sludge Management
This facility builds sludge slowly, due to the low influent flow. As the need for sludge removal becomes
apparent it will be wasted to the digester where it will be stored and thickened for cost effective hauling. As
the flow increases at this facility it may become necessary to increase the frequency in hauling. Sludge
removal will be by Mike's Septic, (828-775-1658) a local pump truck contractor. He will haul the sludge to
disposal at the Town of Brevard or the City of Hendersonville waste treatment facility. All associated costs
of this hauling will be paid by Henderson County Utilities Department. Removal and management of this
sludge will be done in a timely manner and in the best interests of the facility operation and the
environment.
Notification: This report will be delivered to Henderson County Utilities Department to the attention of
Mr. Dole Freeman and to Mrs. Dina Sprinkle at NC DNR / DWQ/ Point Source Branch 1617 Mail Service
Center Raleigh NC 27699-1617
Conclusion: The NC Justice Academy waste treatment facility is well designed for the existing flow and
is a pleasure to operate. Everyone involved at the Henderson County Utilities Department 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. Operator in responsible charge:
Mark B. Jones (owner, Jones Environmental)
�� (//(7//�)