NC0062553_Regional Office Physical File Scan Up To 12/23/2020

Facilitv information
NPDES permit #:• .
NC0062553 Jackson County
Facility name:
Wade Hampton Golf Club —
Wade Hampton Property Owners Association
WWTP class:
II
WWTP type:
0.125 MGD WWTP with manual bar screen;
100,000 gallon aeration basin; 20,500 gallon
clarifier with sludge return; 14,900 gallon aerobic
digestor; dual blowers, with 225 cfm each; tablet
chlorinator; chlorine contact chamber; tablet
dechlorinator; dechlorination chamber; recording
& totalizer flow meter; and composite sampler.
Collection System:
WQCSD0454
There are approximately 125 homes (some with
grinder pumps) and a golf club house (without a
restaurant) connected.to the system. There are 7
small and 2 main lift stations. The map was
prepared by Cranston, Robertson & Whitehurst,
P.C. on 7-11-86.
WWTP location: Bryson Branch Rd, off NC Hwy 107, SE Cashiers
Responsible official: "Bud" Howard F. Smith, Administrator
Responsible "'s title: President, Wade Hampton POA
Mailing address: PO Box 2286; Cashiers, NC 28717
Email: [e-mail]
Phone numbers
828-743-9895 "Bud" Smith
828-743-5060 - fax
828-251-1900 RPB Systems — Bob Barr, Dinah Trammel
828-251-1945 " - fax
828-545-7724 cell Mike Beck, ORC
Operator information
Contract ORC: RPB Systems — Bob Barr (contract as of 5-1-09)
Email: rbarr(a-rpbsystems.com
Web page: www.rpbsystems.com
Location address: 251-D Haywood Street
Mailing address: PO Box 1325; Asheville, NC 28802

ORC:
Backup ORCs:
Permit information
Date issued: 10-1-2007
Stream information
Stream & river basin:
Sub -basin:
Stream classification:
Instream Waste Conc.:
Summer 7Q10 cfs: 0.37
30Q2: 0.85
Other information
Directions: .
Michael D. Beck — WW Grade IV — Cert. # 7930
(h) 828-586-3004
(h) 348 Allen Henson Circle; Sylva NC 28779
Email: fbnracinc1870—yahoo.com
Richard M. Swilling- WW Grade II — Cert.# 995285
(h) 828-665-9843
(h) 73 Long Cove Road, Candler, NC 28715
Alan J. Watkins — WW Grade II — Cert. # RC1445
(h) 828-293-1413
(h) PO Box 401; Tuckasegee, NC 28783
Expiration date: 8-31-2012
UT to Silver Run Creek; Savannah River Basin
03-13-02 Quad: Cashiers Grid: G 6 SE
C-Trout . Drainage area sq mi: 0.53
34.00% Average stream flow: 2.1 cfs
Winter 7Q10 cfs: 0.45

1
ENVIRONMENTAL
Ines—raatnsta i""-te-
&Uglok I!I
bivisR pf y� ter ResiVED ces
F E B - 5 2018
Water CZuality Regional Operations
Asheville f32910r;ai Office
Mailing Address: PO Box 954, Cullowhee, NC 28723
Physical Address: 2675 Skvland Drive, Svlva, NC 28779 [phone]
Physical Address: 240-D Swannanoa River Road, Asheville, NC 28805 (828) 350-870.4
Toll Free: [phone], Fax: [phone], Email: environme t linc oi.com
http://www.environmentalinc.co/-
January 31, 2018
,North Carolina Department of Environment and Natural Resources
Water Quality Re ' nal_.Oations- Asheville Regional Office
01
Swannanoa, NC 28778 �- r
RE: Notice of Violation
Tracking #: NOV—2018-MV-0016
Wade Hampton Golf Club WWTP
NPDES Permit No. NCO062553
Jackson County
Dear .
Per the Notice of Violation for Wade Hampton Golf Club WWTP; the parameter results
for Temperature for the week of 09/16/,2017 was inadvertently omitted from the DMR
due to an oversight from our laboratory/office staff. Please see the attached amended
DMR to reflect these numbers.
If you have any further questions, please feel free to contact me.
Sincerely,
fia� -
Mark Teague
Environmental, Inc.

DocuSign Envelope fD: 11EDBF33-2D40-4;,, ,;C10-E82E45793937
Water.Resources
ENVIRONMENTAL OYALITY
Sandra H Hardy
Wade Hampton Property Owners Association
PO Box 2286
- Cashlers.N.G 28717 —
ROY COOPER
' (iUr�er.Irir
AUCHAEL S. REGAN
swrekv,
LMA-CULPEPPER
IiJfET(tl2lilreClOt
January 23, 2018
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2018-MV 0016
J Permit No. NCO062553
Wade Hampton Golf Club WWTP
Jackson County
'Dear Permi.ttee:
A review of the September 2017 Discharge Monitoring Report (DMR) for the subject facility revealed the
violation(s) indicated below: <
Monitoring Violation(s):
Sample Monitoring
Location Parameter Date Frequency Type of Violation
001 Effluent Temperature, Water Deg. 9/16/2017 5 X week .Frequency Violation
Centigrade (00010) ,
--.-----Remediat-actions-,-if-not-already implemented;-shGUld=be--taken-to-correct-any=Floted-problem5r the-[livision-of.
Water Resources may pursue enforcement actions for this and any additional violations. If the violations are of a
continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to consider applying for a Special Order by Consent (SOC).
IWWIIZ4��
State ofNorth Carolina I Environmental Quality I Water Resources
2090 U.S. 70 Highway, Swannanoa, NC 28779
828-296-4500

.tLc
ENVIRONMENTAL
—Inc. UMNI&TWAft"Wto"Wo
Mailing Address: PO ' Box 954, Cullowhee, NC 28723
Physical Address: 2675 Skyland Drive, Sylva, NC 28779 [phone]
Physical Address: 240-D Swannanoa River Road, Asheville, NC 28805 [phone]
Toll Free: [phone]. Fax- [phone]. Email: environmental EncOool.com
hftp://www.environmentalinc.co/
January 31, 2018.
North Carolina Department of Environment and Natural Resources
Water Quality Regional Operations- Asheville Regional Office
Attention: Janet Cantwell
2090 US Highway 70
Swannanoa, NC 28778
RE., Notice of Violation
Tracking #: NOV 2018-MV-001 6
Wade Hampton Golf Club WWTP
NPDES Permit No. NCO062553
Jackson County
Dear Ms. Cantwell,,
Per the Notice of Violation for Wade Hampton Golf Club WWTP; the parameter results
for Temperature for the week of 09/16/2017 was inadvertently omitted from the DMR
due to an oversight from our laboratory/office staff. Please see the attached amended
DMR to reflect these numbers.
If you have any further questions, please feel free to contact. me.
Sincerely,
Mark Teague
Environmental, Inc.
9

DocuSlgn.Envelope ID: 11EDBF33-2134Q-9c10-E82E45793937 ,
ROY C40PER "
. N
CO.
• !iotiier►xsr
DWMEL S: REGAN
Sscral
Water"Resources LTNDA-CULPEPPER
ENVIRONMENTAL QUALRY
lit�l'(!!! 1%Irl�CIOT
January 23, 2018
Sandra H Hardy
Wade Hampton Property Owners Association
PO Box 2286
. Cashlers,-NG-28717
SUBJECT: NOTICE OF VIOLATION
Tracking Number: NOV-2018-MV 0016
Permit No. NCO062553
Wade Hampton Golf Club WWTP
Jackson County
Dear Permittee:
A review of the September 2017 Discharge Monitoring Report (DMR) for the subject facility revealed the
Violation(s) indicated below:
• r j
Monitoring Violation(s):
Sample Monitoring
Location Parameter Date Frequency Type of Violation
001- Effluent Temperature, Water Deg. 9/16/2017 5 X week Frequency Violation
Centigrade (00010)
------Remedi4-acdons-,-if •net already iraplemented;-shiould=be-taker-correct--any-noted.-problem5 -- U.e-DKftio"f ---
Water Resources may pursue enforcement actions for this and any additional violations. If the violations'are of a
continuing nature, not related to operation and/or maintenance problems, and you anticipate remedial
construction activities, then you may wish to "consider applying for a Special Order by Consent (SOC).
01
State of North Carolina I EnvirotunentalOualityIWater Resources ,
2090 U.S. 70 Highway,'Swannanoa, NC 2877&
828-296-4500
l

NPDES PERMIT NO.: NCO062553
1__ 1 TT VER
FACILITY NAME: Wade Hampton Golf Club WWTP
CLASS: WW-2
OWNER NAME: Wade Hampton Property Owners
ORC: Brandon Keith Buchanan
Association
GRADE: WW-2
ORC HAS CHANGED: No
eDMR PERIOD: 09-2017 (September 2017)
VERSION: 2.0
PER �STATUS:Inactive
COUNTY: Jackson
ORC CERT NUMBER: 1000794
STATUS: Processed
SAMPLING LOCATION: EFFLUENT DISCHARGE NO.: 001 NO DISCHARGE*: NO
q
g
U
n
F
O
O
U
OI
L
2
50050
00010
00400
50060
C0310
C0610
C0530
31616
00300
Continuous
5 X week
Weekly
2 X week
Weekly
2 X month
Weekly
Weekly
Weekly
Recorder
Grab
Grab
Grab
f
Composite
Composite
Composite
Grab
Grab
FLOW
TEMP-0
pH
CHLORINE
HOD -Cone
NH3-N-Coot
TSS-Cone
FCOLI BR
DO
2400 clock
Hn
2400 clock
H.
Y/RIN
mgd
deg c
so
ug/1
mg/I
mg/I
mg/I
R100ml
mg/I _
1
1200
00:20
Y
-
0.0067
25
2
0.0104
3
0.0104
4
0.0104
111
5
0830
24
0830
00:20
Y
0.0104
22.1
7.1
< 10
<2
0.1
< 12.5 -
148
7.4
6
0730
00:20
Y
0.01
21.8
< 10
0800
00:20
Y
0.009
21.7
e
0740
00:26
Y
0.0095
21.8
-
9
0.0108
10
0.0108
11
0835
00:20
Y
0.0108
21
7
< 10
17.6
12
0900
00:20
Y
0.0018
21.4
< 10
13
0835
124
10835
00:20
Y
0.0001
21
1
2.2
0.2
<5
<4
14
1100
00:20
Y
0.0001
21
I5
1110
00:20
Y
0.0001
21.8
16
0.0081
'
17
0.0081
18
0830
00:20
Y
0.0081
20.7
7.1
1<10
7.2
19
0830
24
10830
00:20
Y
0.0074
20.6'
<10
<2
0.3
<5
<4
20
0900
00:20 -
Y
0.0039 -
20.5
21
0800
00:20
Y
0.'0068
20.4
22
1
0900
00:20
Y
0.0032
20.5
23
0.004
24
0.004
25
1200
00:20
Y
0.004
20
7.2
< 10
7.8
26
0830
24
0830
00:20
Y
0.0029
19.8
<10
<2
0.1
<8.3
<4
27
0850
00:20
Y
0.0091
19.9
28
1200
00:20
Y
0.0034
20
29
1240
00:20
Y
0.0031
20:1
30
0.0031
.
Monthly Avemge Minih
0.125
30
30
200
Muntliy A.xnge:
0.00635
21.055
0
0.55
0.175
10
3.487911
17.5
Deily M..Imnm'
0.0108
25
10
2.2
0.3
0
1148
7.8
' Deily Mlnlmum:
0.0001
19.8
7
0
10
10.1
0
0
7.2
****No Reporting Reason: ENFRUSE =No Flow-Reuse/Recycle; ENVWTHR=No Visitation- Adverse Weather, NOFLOW=No Flow; HOLIDAY =No Visitation -Holiday

NPDES PERMIT NO.: NCO062553 PERMIT VERSION: 4.0
FACILITY NAME: Wade Hampton Golf Club WWTP
CLAS&WW-2
OWNER NAME: Wade Hampton Property Owners
ORC: Brandon Keith Buchanan
Association
GRADE: W W-2
ORC HAS CHANGED: No
eDMR PERIOD: 09-2617 (September 2017)
VERSION: 2.0
Report Comments:
No visitation on 09/04/17 due to holiday.
Amended for missing temperature on 9/14/17 and 9/15/17.
J
%'MIT STATUS: Inactive
COUNTY: Jackson
ORC CERT NUMBER: 1000794
STATUS: Processed

Cantwell, Janet
From: Environmentalinc <[e-mail]>
Sent: Thursday, February 01, 201812:18 PM
To: Cantwell, Janet
Subject: [External] Wade Hampton NOV_2018_MV_0016
Attachments: Wade Hampton_NOV_01_2018.pdf
rCAUTION: External email: Do not click links; oropen,attachin.ents_unlessWrified Send.alfsuspicious email�asanrattachinent to
,[e-mail].-
Hi Miss Janet!
Please see the attached amended EDMR for Wade Hampton Golf Club WWTP.
Thank you,
Melissa
'; tME
ENVIRONMENTAL
l'- W Voted 2015 C-Well Operator of the Year
Environmental, Inc. '
Mailing Address: PO Box 954, Cullowhee, NC 28723
Physical Address: 2675 Skyland Drive, Sylva, NC 28779
Physical Address: 2404D Swannanoa River Road, Asheville, NC 28805
[phone], Fax [phone]
http://www.waterwnc.com/
a
This email (including any attachments) contains PRIVILEGED AND CONFIDENTIAL
INFORMATION protected by federal and/or state law and is intended only for
the use of the individual(s) or entity(ies) designated as recipient(s).
1

ROY COOPER
coSYlg a'
MICHAEL S. REGAN
seffetary
LINDA CULPEPPER
dntedm DlrwW
CERTIFIED MAIL: 7012 2210 0002 3534 9793
Ms. Sandra H. Hardy
Wade Hampton Property Assoc.
P.O. Box 2286
Cashiers, NC 28717
NORTH CAROLINA
EnvimnmentalQualW
July 27, 2018
SUBJECT: NOTICE OF VIOLATION: NC NOV-2018-MV-0016
Whole Effluent Toxicity (WET) Testing
NPDES Permit No. NCO062558
Golf Club WWTP
Jackson County
Dear Ms. Hardy:
Di on o'r lNa:er Resources
AUG - 7 2018
Water Quality R,pgior,.al Operations
AchC-VT �:r .l ! iFrice
This is to inform you that a past review of your toxicity self -monitoring report form for the month of September 2017 indicates a
violation of the toxicity limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s).
Your efforts may include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the
causative agents of effluent toxicity, isolate the sources of toxicity, evaluate the effectiveness of toxicity control options, and
confirm reductions in effluent toxicity. Please be aware that North Carolina General Statutes provide for assessment of civil
penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information. concerning your Whole Effluent Toxicity Monitoring and Reporting
Requirements. Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic
Toxicity (AT) Test Forms. We encourage you to review this information; if it would be helpful to discuss this situation or possible
solutions to resolve effluent toxicity noncompliance, please contact Mr. John Giorgino with this office at (919) 743- 8441.
Sincerely,. R p
CQ:-Jk
Cindy Moore, Supervisor Aquatic Toxicology Branch
Division of Water Resources, NCDEQ
cc: Landon Davidson:Asheville Rei_;ional Office
Aquatic Toxicology Branch
Central Files
En
�QAO%�-:
LfNf`fJYY ; .
P
yR� "Oft
North Carolina Department of Environmental Quality I Division of Water Resources / Water Sciences Section
4401 Reedy Creek Road 11621 Mail Service Center I Raleigh, North Carolina 27699-1621
919-743-8400

Water Resources
ENVIRONMENTAL QUALITY
6 -C[E] V ED
Division of Water Resources
OCT 1 6 2017
Water Quality Regional Operations
AsheviVe Regional Office_
August 29, 2017
4ROROY COOPER
Governor'
WCHAEL S. REGAN
Secretag
S. JAY ZIMMERMAN
Director
Ms. Sandy Hardy, Administrator 8
Wade Hampton Property Owners Association
P.O. Box 2286
Cashiers, NC 28717-2286
Subject: Issuance of NPDES Permit NCO062553
Wade Hampton Golf Club WWTP
Jackson County
Class WW-2
Dear Permittee:
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 14,3-215.1 and the
Memorandum of Agreement between North Carolina and the U.S. Environmental Protection
Agency dated October 15, 2007 (or as subsequently amended).
The final permit includes the following significant changes from the existing permit:
➢ Section A. (3..) has been added to require electronic submission of effluent data.
Federal regulations require electronic submittal of all discharge monitoring
reports (DMRs).
➢ Regulatory citations have been added to the permit.
➢ An updated outfall map has been included.
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 permit.f the
uirements to obtain any other Federal, State, orLocTpermit
Local
does not affect the legal req
governmental permit that may be required.
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
ddivisions/water-resources/water-resources-permits/wastewater-branch/npdes-wastewater-permits
https://deq.ne.gov/abou

If you have any questions concerning tRis;permit,: please contact Emily Phillips at
telephone number [phone], or via e-mail [sarah.phillips&cdenr.gov].
rely,
S. Jay Zimmerman, P.GL
cc: NPDES Files
Central Files
&heville_Regional Offic

Permit NCO062553
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 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, the
Wade Hampton Property Owners Association
is hereby authorized to discharge wastewater from a facility located at the
Wade Hampton Golf Club
Off NC Highway 107
Southeast of Cashiers
Jackson County
to receiving waters designated as an unnamed. tributary to Silver Run Creek in the
Savannah 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 October 1, 2017.
This permit and authorization to discharge shall expire at midnight on
August 3.1, 2022.
Signed this day August,29, 2017.
e�_
9�'Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of the Environmental Management Commission
Page 1 of 7

Permit NCO062553
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit 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 Wade Hampton Property Owners Association
is hereby authorized to:
1. Continue to operate an existing 0.125 MGD wastewater treatment system which
includes the following components:
♦ Digestor
♦ Aeration
♦ Clarifier
♦ Tablet chlorination
♦ Chlorine contact chamber
♦ Tablet dechlorination
♦ Flow recorder
The facility is located southeast of Cashiers at the Wade Hampton Golf Club
WWTP, off of NC Highway 107 in Jackson County. -
2. Discharge from said treatment works at the location specified on the attached
map into an unnamed tributary to Silver Run Creek, classified C-Trout waters in
the Savannah River Basin.
Page 2 of 7

J Permit NC0062553.
Part I.
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
[15A NCAC 02B .0400 et seq., 02B .0500 et seq.]
During the period beginning on the effective date, of
thisfall 00 ermSu h discharges shall.
expiration, the Permittee is authorized it, and lasting until
to chscharge fro
be limited and monitored5 by the Permittee as specified below:
rEFFLUENT CHARACTERISTICS;`
Parameter'Code
Flow 50050
BOD, 5-day_(20°C-) C0310
Total Suspended Solids C0530,,
NH3 as N C0610
Dissolved Oxygen 00300
Fecal .Coliform (geometric mean)
31616
Total Residual Chlorine (TRC)2
50060
Temperature (°C) 00010
Temperature (°C) 00010
Total Nitrogen (NO,2+NO3+TKN)
00600'
Total, Phosphorus, 00665
Chronic Toxicity3 TGP36
pH4 00400
Footnotes:
1. Upstream 1= at Highway 107; Downstream = at Highway 107
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. Chronic Toxicity (C'eriodaphnia) P/F at 34%, March, June September, December; See A. (2.).
4. The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
5. The Permittee shall submit discharge monitoring reports electronically using the
Division's -eDMR system [see A(3.)].
There shall be no discharge of floating solids or visible foam in other than trace amounts.
LIMITS
MONITORING REQUIREMENTS'
V'
Monthly
. Avers e
Daily; =
_
` Measur",ement .
Sample
Sample Location'
0.125 MG�55.0
Continuous
Recording
Influent or Effluent
30.0 mg/L
Weekly
Composite
Effluent
11 .
Weekl
Composite"
° Effluent
30:0 mg/L
45.0 mg
Y
2/Month
Composite
Effluent
J
Weekly"
Grab
Effluent; Upstream,
& Downstream
200/100 ml
400/100 ml
Weekly
Grab
Effluent
28 ug/L
Meek
Grab
Effluent
Weekly
Grab
Upstream &
Downstream
Daily
Grab
Effluent
Semi -Annually
Composite
Effluent
Semi -Annually
Composite
Effluent
Quarterly
Composite
Effluent ,
Weekly
Grab
Effluent
( Page 3 of 7

Permit NC0062553
J
A. (2.) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY)
[15A NCAC 02B.0200]
The effluent discharge shall at no time exhibit observable inhibition of reproduction or
significant mortality to Ceriodaphnia dubia at an effluent concentration of 34%.
The permit holder shall perform at a minimum,guarterlr� monitoring using test procedures
outlined in the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised
December 2010, or subsequent versions or "North Carolina Phase II Chronic Whole Effluent
Toxicity Test Procedure" (Revised- December 2010) or subsequent versions. The tests will be
performed during the months of March, June, September, and December. These
months signify the first month of each -three-month toxicity testing quarter assigned to -the
facility. ,Effluent sampling for this testing must be obtained during representative effluent
discharge and shall be performed at the NPDES permitted final effluent discharge below all
treatment processes.
If the test procedure performed as the first test of any single quarter results in a
failure or ChV below the permit limit, then multiple -concentration testing shall be
performed at a minimum, in each of the two following months as described in "North
Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -December
2010) or' subsequent versions.
All toxicity testing results required as part Iof this permit condition will be entered on the
Effluent Discharge Monitoring Form (MR-1) for the months in which tests were performed,
using the parameter code TGP3B for the pass/fail results and THP3B for the Chronic"
Value. Additionally, DWR Form AT-3 (original) is to be sent to the following address:
Attention: North- Carolina Division of Water Resources
Water Sciences Section/Aquatic Toxicology Branch
1621 Mail Service Center
Raleigh, NC 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Water Sciences Section no
later thari.30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical
measurements and all concentration/response data, and be certified by laboratory
supervisor and ORC or approved designate signature. Total residual chlorine of the effluent
toxicity sample must be measured and reported if chlorine is employed for disinfection of
the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity
monitoring is required, the permittee will complete the information located at the top of the
aquatic toxicity (AT) test form indicating the facility name, permit number, pipe number,
county, and the month/year of the .report with the notation of "No Flow" in the comment
area of the form. The report shall be submitted to the Water Sciences Section at the
address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is
required, monitoring will be required during the following month. Assessment of toxicity
compliance is based on the toxicity testing quarter, which is the three month time interval
Page 4 of 7

Permit NCO062553
that begins on the first day of the month in which toxicity testing is required by this permit
and continues until the final day of the third month.
Should any test data from this monitoring requirement or tests performed by the North
Carolina Division of Water Resources indicate potential impacts to the receiving stream, this
permit may be're-opened and modified to include alternate monitoring requirements or
limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as
minimum control organism survival, minimum control organism reproduction, and
appropriate environmental controls, shall constitute an invalid test and will require
immediate follow-up testing to be completed no later than the last day of the month
following the month of the initial monitoring.
A. (3.) ELECTRONIC REPORTING OF DISCHARGE MONITORING REPORTS
[NCGS 143-215.1 (b)]
Federal regulations require electronic submittal of all discharge monitoring reports (DMRs)
and program reports. The final NPDES Electronic Reporting Rule was adopted and became
effective on December 21, 2015.
NOTE: This special condition supplements or supersedes the following sections within Part
II of this permit (Standard Conditions for NPDES Permits):
• Section B. (11.) Signatory Requirements
• Section D. (2.) Reporting
• Section D. (6.) Records Retention
• Section E. (5.) Monitoring Reports
1. Reporting Requirements [Supersedes Section D (2) and Section E. (5.) (a)]
The permittee shall report discharge monitoring data electronically using the NC DWR's
Electronic Discharge Monitoring Report (eDMR) internet application.
Monitoring results obtained during the previous month(s) shall be summarized for each
month and submitted electronically using eDMR. The eDMR system allows permitted
facilities to enter monitoring data and ' submit DMRs electronically using the internet.
Until such time that the state's eDMR application is compliant with EPA's Cross -Media
Electronic Reporting Regulation (CROMERR), permittees will be required to submit all
discharge monitoring data to the state electronically using eDMR and will be required to
complete the eDMR submission by printing, signing, and submitting one signed original
and a copy of the computer printed eDMR'to the following address:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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Permit NCO062553
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. See
"How to Request a Waiver from Electronic Reporting" section below.
Regardless of the submission method, the first DMR is due on the last day of the month
following the issuance of the permit or in the case of a new facility, on the last day of the
month following the commencement of discharge.
Starting on December 21, 2020, the permittee must electronically report the following
compliance monitoring data and reports, when applicable:
• Sewer Overflow/Bypass Event Reports;
• Pretreatment Program Annual Reports; and
• Clean Water Act (CWA) Section 316(b) Annual Reports.
The permittee may seek an electronic reporting waiver from the Division (see "How to
Request a Waiver from Electronic Reporting" section below).
2. Electronic Submissions
In accordance with 40 CFR 122.41(1)(9), the permittee must identify the initial recipient
at the time of each electronic submission. The permittee should use the EPA's website
resources to identify the initial recipient for the electronic, submission.
Initial recipient of electronic NPDES information from NPDES-regulated facilities means
the entity (EPA or the state authorized by EPA to implement the NPDES program) that is
the designated entity for receiving electronic NPDES data [see 40 CFR 127.2(b)].
EPA plans to establish a website that will also link to the appropriate electronic
reporting tool for each type of electronic submission and for each state. Instructions on
how to access and use the appropriate electronic reporting tool will be available as well.
Information on EPA's NPDES Electronic Reporting Rule is found at:
https://www.federalregister gov/documents/2015/10/22/2015 24954/national
pollutant-discharge-elimination-system-npdes-electronic reporting rule
Electronic submissions must start by the dates listed in the "Reporting Requirements"
section above.
3. How to Request a Waiver from Electronic Reportin
The permittee may seek a temporary electronic reporting waiver from the Division. To
obtain an electronic reporting waiver, a permittee must first submit an electronic
reporting waiver request to the Division. Requests for temporary electronic reporting
r
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Permit NC0062553
waivers 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.
submitting monitoring data and reports. The duration of a temporary waiver shall not
exceed 5 years and shall thereupon expire. At such time, monitoring data and reports
shall be submitted electronically to the Division unless the permittee re -applies for and
is granted a new temporary electronic reporting waiver by the Division. Approved
electronic reporting waivers are not transferrable. Only permittees with an approved
reporting waiver request may submit monitoring data ld reports on paper to the
Division for the period that the approved reporting waiver request is effective.
Information on eDMR and the application for a temporary electronic reporting waiver are
found on the following web page:
http• / / deq nc gov / about / divisions /water -resources / edmr
4. Siznatory Requirements [Supplements Section B (11) (b) and Supersedes Section
B. (11.1 (d)1
All eDMRs submitted to the permit issuing authority shall be signed by a person
described in Part II, Section B. (11.) (a) or by a duly authorized representative of that
person as described in Part II, Section B. (11.)(b). A person, and not a position, must be
delegated signatory authority for eDMR reporting purposes.
For eDMR submissions, the person signing and submitting the DMR must obtain an
eDMR user account and login credentials to access the eDMR system. For more
information on North Carolina's eDMR system, registering for eDMR and obtaining an
eDMR user account, please visit the following web page:
http•//deg.nc.gov/ about/ divisions /water -resources /edmr
Certification. Any person submitting an electronic DMR using the state's eDMR system
shall make the following certification [40 CFR 122.221. NO OTHER STATEMENTS OF
CERTIFICATION WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant
penalties for submitting false information, including the possibility of fines and
imprisonment for knowing violations."
5. Records Retention (Supplements Section D. (6.)1
The permittee shall retain records of,all Discharge Monitoring Reports, including eDMR
submissions. These records or copies shall be maintained for a period of at least 3 years
from the date of the report. This period may be extended by request of the Director at
any time [40 CFR 122.41].
Page 7 of 7

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North NPIDES Permit NCO062553
Jackson County

NPDES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period..
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
.collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
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(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWR or "the Division"
The Division of Water Resources, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
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Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Resources.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to ComMly
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcementaction; for permit termination, revocation and reissuance; or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates'section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
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imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class II violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class H penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II.CA), "Upsets" (Part II.C.5) and "Power Failures"
(Part H.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Si ng ato! Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge
of a principal business function, or any other person who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating
facilities, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if.
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.221. NO OTHER STATEMENTS OF CERTIFICATION WILL BE ACCEPTED:
7 certijy, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class II, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
Proper Operation and Maintenance
The Permittee shall at all times properly operate, and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators' are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to -assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the"bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
II.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part II.B.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.410)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
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NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range.of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. . Records Retention
Except for records of monitoring information required by this permit related to the Pemuttee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required' by 40 CFR
503), the Permitee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records .
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ - copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least S years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharize
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143 -215. 1 (b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.611 or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual.
circumstances.
b. Any process unit failure, due -to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215.1(b)(2) or in Section 309 of the Federal Act.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that primarily collect or treat municipal or domestic wastewater and have
an average annual flow greater than 200,000 gallons per day shall provide an annual report to the Permit Issuing
Authority and to the users/customers served by the Permittee (NCGS 143-215.IC). The report shall summarize the
performance of the collection or treatment system, as well as the extent to which the facility was compliant with
applicable Federal or State laws, regulations and rules pertaining to water quality. The report shall be provided no
later than sixty days after the end of the calendar or fiscal year, depending upon which annual period is used for
evaluation.
The report shall be sent to:
NC DENR / Division of Water Resources / Water Quality Permitting Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the plants treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
-under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [$L 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
"notification leyels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. 'That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part I1 of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [ 15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [I5A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may. determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
1. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance,of the permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (I04°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
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3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part II or Part IV
of this permit are as defined.in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [15A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
2. Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at.least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), .0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3.. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts 11.1) and II.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
Version 1110912011.1

NPDES Permit. Standard Conditions
Page 17 of 18
enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(b)(4)]
Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all WPs. Permitted IUPloadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct (AtQ
The Penmittee shall ensure that an Authorization to Construct permit (AtQ is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
215.1(a)(8)]
7. POTW Inspection & Monitoring of their IUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users,
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SIUs) at least once per calendar year for all SIU pen -nit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and
c. At least once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8. IU Self Monitoring and Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.12]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909, specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(f)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other. active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following
address:
Version 1110912011.1

NPDES Permit Standard Conditions ,
Page 18 of 18
NC DENR / Division of Water Resources / Water Quality Permitting Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a. Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the Division;
d. Industrial Data Summary Forms (IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial Users (SIUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
IUs in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SIUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [15A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be governed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Version 1110912011.1

1:
Water Resources
ENVIRONMENTAL QUALITY
June 07, 2017
-- Ms. Sandy Hardy, Administrator
Wade Hampton Property Owners Association
PO Box 2286
Cashiers, NC 28717
ROY COOPER
Governor
M.ICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Subject: Permit Renewal Application
Application No. NCO062553
Wade Hampton Golf Club WWTP
Jackson County
Dear Ms. Hardy:
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on June 07, 2017. The primary reviewer for this renewal
application is Emily Phillips.
The primary reviewer will review your application, and she will contact you if additional
information is required to complete your permit renewal. ' Per G.S. 15OB-3 your current permit
does not expire until permit decision on the application. -is made. Continuation of the current permit
is contingent on timely and sufficient application for renewal of the current permit.
Please respond in a timely manner to requests for additional information necessary to
complete the permit application. If you have any additional questions concerning renewal of the
subject permit, please contact Emily at 919-807-6479 or [e-mail].
cc: Central Files
NPDES
,rAsheville=Regional=0-'lice.
Sincerely,
Wren Thedford
Wastewater Branch
State of North Carolina I Environmental Qaality I Water Resources
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
919-807-6300 -
RECEIVED
Division of Water Resources
JUN - 9 2017
Water Quality Regional Operations
Asheville Regional office

AE
ti-
ENVIRONMENTAL
Inc...a,.�.�.,.
Mailing Address: PO'Box 954, Cullowhee, NC 28723
Physical Address: 2675 Skyland Drive, Sylva, NC 28779 [phone]
Physical Address: 240-D Swannanoa River Road, Asheville, NC 28805 [phone]
Toll Free: [phone], Fax: [phone], Email: ep.Arwi ehtal o oLcom
hftp://www.environmentalinc, info/
Sludge Management Plan
May 24, 2017
NPDES Permit C0062553
Wade Hampton Golf Club WWTP
PO BOX 2286
Cashiers
NC / 28717
Wade Hampton Property Owners Association
Sludge is pumped out of the digester. The solids are pumped and hauled by a licensed
septage management firm.
The solids are disposed of at a local municipality facility.
Signature:
Mark Teague, Environmental, Rfe.
Contract Operational Firm

c
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 000062553
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 Wade Hampton Property Owners Association
Facility Name Wade Hampton Golf Club WWTP
Mailing Address PO BOX 2286
City Cashiers
State / Zip Code NC / 28717
Telephone Number [phone]
Fax Number
RECEIVEDUDEWWR
e-mail Address [e-mail]
JUN 0 7 2017
Water Quality
2. Location of facility producing discharge:
Permitting Section
Check here if same address as above ❑
Street Address or State Road Off NC Hwy 107
City Cashiers
State / Zip Code NC / 28717
County Jackson
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 Environmental, Inc
Mailing Address PO BOX 954
City Cullowhee
State / Zip Code NC / 28723
Telephone Number [phone]
Fax Number [phone]
e-mail Address Environmentalinc@,aol.com
1 of 3
Form-D 9/2013

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 apply%
Industrial
❑
Number of Employees
Commercial
❑
Number of Employees
Residential
®
Number of. Homes 155
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(§) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
School .
Number of persons served: 310
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Outfall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving streams) (NEW applicants: Provide a map shouring the exact location of each
outfallr
Silver Run Creek
8. Frequency of Discharge: ® Continuous ❑ Intermittent
If intermittent:
Days per week discharge occurs: Duration: _
9. Describe the treatment system
List all installed components, including capacities, provide design removal for BOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in a
separate sheet of paper.
The Wastewater treatment facility consists of digester, aeration, clarifier, tablet
chlorination, chlorine contact chamber, tablet dechlorination and flow recorder.
2 of 3 Form-D 912013

NPDES APPLICATION - FORM D
For privately -owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.125 MGD
Annual Average daily flow 0.0063 MGD (for the previous 3 years)
Maximum daily flow 0.0298 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 (BODs)
27
8
Mg/L
Fecal Coliform
292
53
# 100 Ml
Total Suspended Solids
34
16.3
Mg/L
Temperature (Summer)
27.2
24.6
C
Temperature (Winter)
18.3
15.5
C
pH
7.7
NA
units
13. List all permits, construction approvals and/or applications:
Type Permit Number Type
Hazardous Waste (RCRA)
UIC (SDWA)
NPDES NCO062553
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.
!mot c m i n Ls i'►- -�-or
Printed name of Person Signing 1 . Title
'J�� 24-k_� . S/3of / 7
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.)
3 of 3 Farm-D 9/2013

I
NCDENR
North Carolina Department of Environment and Natural Resources
'Divisiion of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director.
November 28, 2012
CERTIFIED MAIL: 7007 1490 0004 5533 7049
RETURN RECEIPT REQUESTED
Mr. Bud Smith
Wade Hampton Property Owners Association
P.O. Box 2286
Cashiers, NC 28717
SUBJECT: NOTICE OF VIOLATION: NOV-2012=TX-0071
Whole Effluent Toxicity (WET) Testing
NPDES Permit No. NCO062553
Wade Hampton Golf Club WWTP
Jackson County
Dear Mr. Smith:
Dee Freeman
Secretary
This is to inform you that a review of your toxicity self -monitoring report forms for Septeinber, 2012 indicates violations of the
toxicity limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s): Your
efforts may include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents
of effluent toxicity, isolate the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in
effluent toxicity. Please be aware that North Carolina General Statutes provide for assessment of civil penalties for violations of
NPDES permit limitations and requirements.
The reverse side of this Notice contains important.information concerning your Whole Effluent Toxicity Monitoring and Reporting
Requirements. Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic
Toxicity (AT) Test Forms. We encourage you to review this information; if it would be helpful to discuss this situation or possible
solutions to resolve effluent toxicity noncompliance, please contact Mr. John Giorgino with this office at (919) 743- 8441.
S' rely, o
( I"— Mj
j�2.
Cindy Moore
Supervisor, Aquatic
cc: Chuck Cranford- Asheville Regional Office
eleffMenzel--- A-sheville-Regiorial-Offce=
Aquatic Toxicology Unit
Central Files
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699-1621
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748
Internet: hftp://h2o.enr.state.nc.us/esb/
is P W C E V
DEC 10 2012
U/ATER QUALITY SECTION
ASHEVILLE REGIONAL OFFIC
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Unit at [phone] or another Unit representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Quality
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the following address:
North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period
(eg, January test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity, testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity. testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January 1-June 30, then you must provide
written notification to the Environmental Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar
year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Environmental Sciences
Section at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will
occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Quality, you may consider submitting your toxicity test
results certified mail, return receipt requested to the Environmental Sciences Section.
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699-1621
One
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748 NOrthCarOlina
Internet: http://h2o.enr.state.nc,bs/esb/ Naturally
An Equal Opportunity 1 Affirmative Action Employer

R .
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor -Secretary
January 28, 2015
Bud Smith
` Wade Hampton Property Owners Association
PO Box 2286
Cashiers NC 28717-2286 f
SUBJECT: Compliance Evaluation Inspection.
Wade Hampton Golf Club WWTP
Permit No: NCO062553
Jackson County
Dear Mr. Smith:
Enclosed please find a copy of the Compliance Evaluation Inspection conducted on 12/10/2014. No violations
of permit requirements or applicable regulations were observed. during this inspection.
Please refer to the enclosed inspection report for additional observations and comments. If you or your. staff
have any questions, .please call me at 828-296-4500.
Sincerely,
Jeff Menzel
Environmental, Specialist
cc: Mark Fredrick Teague, ORC '
MSC 1617-Central Files -Basement R
;Ashevi'1�le4Fi1'es"
Water Quality Regional Operations- Asheville Regional Office
2090.U.S. Highway 70, Swannanoa, North Carolina 28778
Phone: [phone] FAX: [phone]
.Internet: http:/lporhal.ncdenr:org/weblwq
An Equal Opportunity 1 Affirmative Action Employer
G:IWRIWQ1Jackson\Wastewater MinorslWade Hampton Golf Club 62553\62553 CEI 2014.doc

United States Environmental Protection Agency.
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 6-31-98
Section A: National Data System Coding (Le., PCS)-
Transaction Code , NPDES yr/mo/day, Inspection Type Inspector FacType
1 IN 1 2 i5 1 3 -I NCO062553 I11 12 14/12/10 17 . 18.1 cj 19 � G I 20 � _ I
_I _I
21IuI I I I I I I- l l 1 1 I. I I I I I I I I 11 11.I .I I I I I� I I I I f6
I I I
Inspection
Work Days Facility Self -Monitoring Evaluation Rating - 81 ., �QA Reserved— 1 _ -
67
70 I I 71 72 L - . 7374 751. 1 I I I I
1
u 'iJ
80,
SectionB: Facility Data. :
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also. include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
10:40AM 14/12/10
12/09/01
Wade Hampton Golf Club WWTP
Exit Time/Date
Permit Expiration Date
NC Hwy 107
11:15AM 14/12/10
17/08/31
Cashiers NC 28717
Names) of Onsite Representative(s)/Tities(s)/Phone and Fax Number(s)
Other Facility Data
Mark Fredrick Teague/ORC/828-293-9396/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Bud Smith,PO Box 2286 Cashiers NC 2871722861/828-743-9895/
Yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
-Operations & Maintenance Facility Site Review. Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Jeff Menzel �/1/ I ARO WQ//828-296-4500/
Signature of Management Q A Reviewer ,. Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page#

J
NPDES yr/mo/day Inspection Type (Cont.)
1
31 NC6062553 I11 12 14H2/10 17 18 I ,, I .
41
a
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
There are approximately 125 homes and a golf club house (without a restaurant) connected to the
system. There are, 7 small and 2 main lift stations.
This facility is a 0.125 MGD wastewater plant with a 100,000 gallon aeration basin; 20,500'gallon'. .
clarifier with sludge return; 14,900 gallon aerobic digestor; dual blowers, with 225 cfm each; tablet
chlorinator; chlorine contact,chamber; tablet dechlorinator; dechlohnation chamber; recording &
totalizer flow meter; and composite sampler.
The bar screen was taken out as the housing had become rusted out. The. pump stations feeding this
plant_ are equipped with grinder pumps so larger solids and plastics entering the plant should be limited.
The solids entering the plant should be monitored and dealt with accordingly so they do not disrupt
treatment.
The effluent pipe runs from a 6" to a 4" pipe which during heavy flow has a tendency to back up and
flood the chlorine/sampling building. This bottleneck in the effluent line should be upgraded 'to a 67 to
prevent this problem.
'i
6

Permit: NC0062553 Owner - Facility: Wade Hampton Golf Club WWrP
Inspection Date: 12/10/2014 "Inspection Type: Compliance Evaluation
Operations & Maintenance Yes No NA NE'-.'
Is the plant generally clean with acceptable housekeeping? El 1:1
Does the facility analyze process control parameters, for ex: MLSS, MCRTi Settleable N El El 1:1
Solids, 01-1, DO, Sludge Judge, and other that are applicable?
.Comment:
Bar Screens
Yes No NA NE
Type of bar screen
a.Manual
b.Mechanical
El
Are the bars adequately screening debris?
El 0,
-11
E1
Is the, screen free of excessive debris?
Is disposal of screening in compliance?,
El N
El
El
Is the unit in good condition?
1:1 0
El
11
Comment:, The bar screen was taken out as its housing
had become rusted out. The pump stations
feeding this plant are equipped with grinder
pumps so larger solids and plastics entering the
plant should be limited. The solids entering the plant should be monitored and dealt with
accordingly so they do not disrupt treatment.
Aeration Basins
Yes No NA NE
Mode &-operation
Ext. Air
Type of aeration system
Diffused
Is the basin free of dead spots? -
0-11.E-11
0
D
Are surface aerators and mixers operational?
ET _O
0
-1
E
Are the diffusers operational?
❑
11
0
Is the foam the proper color for'the treatment process?
E El
El
El
Does the foam cover less than 25% of jhe basin's surface?
N, El
El
1:1
Is the DO level acceptable?
El 0
13
E
Is the DO level acceptable?(1.0 to 3.0 mg/1)
El 11
1:1
N
Comment:
Standby Power Yes No NA NE
Is automatically activated standby power available? 0 El El 11
Is the generator tested by interrupting primary power source? 0 El El 1:1
Is the generator tested under load? 0 El 1-1 1:1
Page# 3

I �
Permit: N60062553 Owner - Facility:
wade Hampton Golf Club WVVTP
Inspection Date: 12110/2014 Inspection Type:
Compliance Evaluation
Standby. Power
Yes No NA NE
Was generator tested'& operational during the inspection?
❑
M .
❑
❑
Do the generator(s) have adequate capacity to operate the entire wastewater site?
0
❑
❑
❑
Is there an emergency agreement with a fuel vendor for extended run on back-up power? 0
❑
❑
❑
Is the generator fuel level monitored?
M
❑
❑
❑
Comment:
Disinfection -Tablet
Yes No NA NE
Are tablet chlorinators operational?
❑
❑
❑
Are the tablets the proper size and type?
❑
❑
❑
Number of tubes in use?
1
Is the level of chlorine residual acceptable?
❑
❑
❑
Is the contact chamber free of growth, or sludge buildup?
M❑
❑
❑
Is there chlorine residual prior to de -chlorination?
❑
❑
❑
Comment:
Effluent Pipe
Yes No NA NE
Is right of way to the outfall properly maintained?
M
❑
❑
❑
Are the receiving water free of foam other than trace amounts and other debris?
M
❑
❑
El
If effluent (diffuser pipes are required) are they operating properly?
❑
❑
0
❑
Comment: The effluent pipe runs from a 6" to a 4" pipe which during heavy
flow has a tendency to back
up and flood the chlorine/sampling building. This bottleneck in the effluent line should be
graded to a 6" pipe
to prevent this Droblem.
Page# 4

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
August 15, 2012
Mr. Bud Smith
Wade Hampton Property Owners Association
P. O. Box 2286
Cashiers, NC 28717-2286
Subject: Issuance of NPDES Permit NCO062553
Wade Hampton Golf Club WWTP
Jackson County
Dear Mr. Smith:
qua
Dee Freeman
Secretary
Division personnel have reviewed and approved your application for renewal of the subject permit.
Accordingly, we are forwarding the attached NPDES discharge permit. This permit is issued pursuant
to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement
between North Carolina and the U.S. Environmental Protection Agency dated October 15, 2007 (or as
subsequently amended).
This final permit includes no significant changes from the draft permit sent to your representative,
Environmental Inc., on June 13, 2012.
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 M i t A irs rryvther- Vederabor,
Local governmental permit that may be required.st;
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet: wvvw.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
SEP 1 0 2012ID
WATER QUALITY SECTION
ASHEVILLE REGIQtti'AL OFFICE

Mr. Bud Smith
Wade Hampton Golf Club f ..'dt Renewal 2012
p. 2
If you have any questions concerning this permit, please contact Bob Sledge at telephone number (919)
807-6398, or via e-mail at [e-mail].
Si e y,
Charles Wakild, P.E.
cc: Central Files
Asheville Regional Office/Surface Water Protection Section
NPDES File
ec: Mark Teague - Environmental, Inc.

Permit NCO062553
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
Wade Hampton Property Owners Association
is hereby authorized to discharge wastewater from a facility located at the
Wade Hampton Golf Club
Off NC Highway 107
Southeast of Cashiers.
Jackson County
to receiving waters designated as an unnamed tributary to Silver Run Creek in the Savannah River
Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in Parts
I,11, III and IV hereof.
This permit shall become effective September 1, 2012.
This permit and authorization to discharge shall expire at midnight on August 31, 2017
Signed this day August 15, 2012.
/'j
6
JhZles Wakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0062553
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit 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 Wade Hampton Property Owners Association
is hereby authorized to:
1. Continue to operate an existing 0.125 MGD wastewater treatment system with the following
components:
♦ Digestor
♦ Aeration
♦ Clarifier
♦ Tablet chlorination
♦ Chlorine contact chamber
♦ Tablet dechlorination
♦ Flow recorder
The facility is located southeast of Cashiers at the Wade Hampton Golf Club WWTP,, off of NC
Highway 107 in Jackson County.
2. Discharge from said treatment works at the location specified on the attached map into an unnamed
tributary to Silver Run Creek, classified C-Trout waters in the Savannah River Basin.

`—� Permit NC0062553
A. (L) 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;
Parameter Code .
LIMITS - .'.
MONITORING REQUIREMENTS .
Monthly
Average;
Daily
Maximum
Measurement.
Frequency
Sample
..Type
Sample Locations q-
Flow 50050
0.125 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (20°C) C0310
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended Solids C0530
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
NH3 as N C0610
2/Month
Composite
Effluent
Dissolved Oxygen 00300
Weekly
Grab
Effluent, Upstream,
& Downstream
Fecal Coliform (geometric mean) 31616
2001100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine2 50060
28 ug/L
2/Week
Grab
Effluent
Temperature (°C) 00010
Weekly
Grab
Upstream & Downstream
Temperature (°C) 00010
Daily
Grab
Effluent
Total Nitrogen (NO2+NO3+TKN) 00600
Semi -Annually
Composite
Effluent
Total Phosphorus 00665
Semi -Annually
Composite
Effluent
Chronic Toxicity3 TGP313
Quarterly
Composite
Effluent
[pH4 00400
WeeklyGrab
Effluent
Footnotes:
1. Upstream = at Highway 107; Downstream = at Highway 107
2. 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
n/L.
3. Chronic Toxicity (Ceriodaphnia) P/F at 34%, March, June September, December; See A. (2.).
4. 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

Permit NCO062553
�v
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356
,
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Wade Hampton WWTP
Facility ;
Location;:,.:a,3'�
Receiving Stream: UT to Silver Run Creek Drainage Basin: Savannah River Basin
Latitude: 35° 04' 57" N Sub -Basin: 03-13-02
Longitude: 83°04' 10" W Permitted Flow: 0.125MGD
Stream Class: C-Trout Grid/Ouad: G 6 SE/Cashiers
not to scale
North
NPDES PermitNCOO62553
Jackson County

Permit NCO062553
A. (2). CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 34.0%.
The permit holder shall perform at a minimum, quarterly monitoring using test procedures outlined in
the "North Carolina Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or
subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions. The tests will be performed during the months of
March; June, September and December. Effluent sampling for this testing shall be performed at the
NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple -concentration testing shall be performed at a minimum, in
each of the two following months as described in "North Carolina Phase II Chronic Whole
Effluent ToxicityTest Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the
highest concentration having no detectable impairment of reproduction or survival and the lowest
concentration that does have a detectable impairment of reproduction or survival. The definition of
"detectable impairment," collection methods, exposure regimes,. and further statistical methods are
specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -
February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered .on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed. If reporting
pass/fail results using the parameter code TGP313, DWQ Form AT-1 (original) is sent to the below
address. If reporting Chronic Value results using the parameter code THP313, DWQ Form AT-3
(original) is to be sent to the following address:
Attention: NC DENR / DWQ / Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Section no
later than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all
concentration/response data, and be certified by laboratory supervisor and ORC or approved designate
signature. Total residual chlorine of the effluent toxicity sample must be measured and reported if
chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is
required, the permittee will complete the information located at the top of the aquatic toxicity (AT) test
form indicating the facility name, permit number, pipe number, county, and the month/year of the
report with the notation of "No Flow" in the comment area of the form. The report shall be submitted
to the Environmental Sciences Section at the address cited above.

Permit NCO062553
A. (2). CHRONIC TOXICITY PERMIT LIMIT, continued
Should the permittee -fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Water Quality indicate potential impacts to the receiving stream, this permit may be re-
opened and modified to include alternate monitoring requirements or limits.
If the Permittee monitors any pollutant more frequently then required by this permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR and all
AT Forms submitted.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls,
shall constitute an invalid test and will require immediate follow-up testing to be completed no later
than the last day of the month following the month of the initial monitoring.

`j)ES Permit Standard Conditions
Page 1 of 18
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events. These samples shall be
representative of the wastewater discharged during the sample period.
3/Week
Samples are collected three times per week on three separate calendar days. These samples shall be representative of
the wastewater discharged during the sample period.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act (CWA), as amended, 33 USC 1251, et.
seq.
Annual Average
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bypass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which is
not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Week
The period from Sunday through the following Saturday.
Calendar Quarter
One of the following distinct periods: January through March, April through June, July through September, and
October through December.
Composite Sample
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 mL in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period. The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time interval
between grab samples, etc.) on a case -by -case basis. Samples may be collected manually or automatically. Composite
samples may be obtained by the following methods: '
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals over a 24 hour period
of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a.24 hour period with
the time intervals between samples determined by a preset number of gallons passing the sampling point. Flow
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
Version 1110912011

NPDES Permit Standard Conditions
' Page 2 of 18
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
➢ Influent and effluent grab samples shall be of equal size and of no less than 100 milliliters
➢ Influent samples shall not be collected more than once per hour.
➢ Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
➢ Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
Daily Sampling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling. If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWQ or "the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The North Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Facility Closure
Cessation of all activities that require coverage under this NPDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Grab Sample
Individual samples of at least 100 mL collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Version 1110912011

?ES Permit Standard Conditions
Page 3 of 18
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the CWA.
Instantaneous flow measurement
The flow measured during the minimum time required for the flow measuring device or method to produce a result in
that instance. To the extent practical, instantaneous flow measurements coincide with the collection of any grab
samples required for the same sampling period so that together the samples and flow are representative of the discharge
during that sampling period.
Monthly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Average (concentration limit)
The arithmetic mean of all samples taken over a calendar quarter.
Severe property damage
Substantial physical damage to property, damage to the treatment facilities which causes them to become inoperable, or
substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a)(1) of the CWA.
Upset
An incident beyond the reasonable control of the Permittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration limit)
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar week. In the case of fecal
coliform or other bacterial parameters or indicators, the geometric mean of such discharges.
Section B. General Conditions
1. Duty to Comyly_
The Permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation of
the CWA and is grounds for enforcement action; for permit termination, revocation and reissuance, or
modification; or denial of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or any
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)]
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
Version 1110912011

NPDES Permit Standard Conditions
- Page 4 of 18
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a negligent
violation, a person shall be subject to criminal penalties of not more than $50,000 per day of violation, or by
imprisonment of not more than 2 years, or both. [33 USC 1319(c)(1) and 40 CFR 122.41(a)(2)]
d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In the
case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6 years, or both.
[33 USC 1319(c)(2) and 40 CFR 122.41(a)(2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act, and
who knows at that time that he thereby places another person in imminent danger of death or serious bodily
injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not more than
15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment violation, a
person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than 30 years, or
both. An organization, as defined in section 309(c)(3)(B)(iii) of the CWA, shall, upon conviction of violating
the imminent danger provision, be subject to a fine of not more than $1,000,000 and can be fined up to
$2,000,000 for second or subsequent convictions. [40 CFR 122.41(a)(2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A]
g. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such sections
in a permit issued under section 402 of this Act. Administrative penalties for Class I violations are not to
exceed $16,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$37,500. Penalties for Class Il violations are not to exceed $16,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $177,500. [33 USC
1319(g)(2) and 40 CFR 122.41(a)(3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit with a reasonable likelihood of adversely affecting human health or the environment [40
CFR 122.41(d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on 'Bypassing" (Part H.C.4), "Upsets" (Part II.C.5) and "Power Failures"
(Part H.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CFR 122.41(g)].
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
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i_')ES Permit Standard Conditions
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7. Severability
The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby [NCGS 15013-23].
8. Duty to Provide Information
The Permittee shall furnish to' the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for'modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The Permittee shall also furnish to the Permit
Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41(h)].
9. Duty to Reapply
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41(b)].
10. Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization to
discharge beyond the expiration date, the Permittee shall submit such information, forms, and fees as are required
by the agency authorized to issue permits no later than 180 days prior to the expiration date unless permission for a
later date has been granted by the Director. (The Director shall not grant permission for applications to be
submitted later than the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
requested renewal at least 180 days prior to expiration, or any Permittee that does not have a permit after the
expiration and has not requested renewal at least 180 days prior to expiration, will subject the Permittee"to
enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
11. Signatory Requirements
All applications, reports, or information submitted to. the Permit Issuing Authority shall be signed and certified [40
CFR 122.41(k)].
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in charge
of a principal business function, or any other person.who performs similar policy or decision making
functions for the corporation, or (b) the manager of one or more manufacturing, production, or operating
facilities, provided, the manager is authorized to make management decisions which govern the operation
of the regulated facility including having the explicit or implicit duty of making major capital investment
recommendations, and initiating and directing other comprehensive measures to assure long term
environmental compliance with environmental laws and regulations; the manager can ensure that the
necessary systems are established or actions taken to gather complete and accurate information for permit
application requirements; and where authority to sign documents has been assigned or delegated to the
manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or
ranking elected official [40 CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a. above or by a duly authorized representative of that person. A
person is a duly authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall operation
of the regulated facility or activity, such as the position of plant manager, operator of a well or well field,
superintendent, a position of equivalent responsibility, or an individual or position having overall
responsibility for environmental matters for the company. (A duly authorized representative may thus be
either a named individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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c. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate because
a different individual or position has responsibility for the overall operation of the facility, a new authorization
satisfying the requirements of paragraph (b) of this section must be submitted to the Director prior to or
together with any reports, information, or applications to be signed by an authorized representative [40 CFR
122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the following
certification [40 CFR 122.22]. NO OTHER STATEMENTS'OF CERTIFICATION WILL BE ACCEPTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations. "
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned changes
or anticipated noncompliance does not stay any permit condition [40 CFR 122.41(f)].
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the permit,
revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 02H .0100; and North Carolina General Statute 143.215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A NCAC 02H .0105(b)(2)
may cause this Division to initiate action to revoke the permit.
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must [T15A NCAC 08G .0201]:
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up ORCs) who possesses a valid
certificate of the type of the system and no more than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
c. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(or to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge (ORC) and the Back-up Operator in Responsible
Charge (Back-up ORC):
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
(2) within 120 calendar days following:
➢ receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and grade; or
➢ a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
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(3) within seven calendar days of vacancies in both ORC and Back-up ORC positions replacing or designating
at least one of the responsibilities.
The ORC of each Class I facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least weekly
➢ Comply with all other conditions of 15A NCAC 08G .0204.
The ORC of each Class II, III and IV facility (or the Back-up ORC, when acting as surrogate for the ORC) must:
➢ Visit the facility as often as is necessary to insure proper operation of the treatment system; the treatment
facility must be visited at least five days per week, excluding holidays
➢ Properly manage and document daily operation and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 08G .0204.
2. Proper Operation and Maintenance
The Permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the Permittee to achieve compliance with the conditions
of this permit. Proper operation and maintenance also includes adequate laboratory controls and appropriate quality
assurance procedures. This provision requires the Permittee to install and operate backup or auxiliary facilities only
when necessary to achieve compliance with the conditions of the permit [40 CFR 122.41(e)].
NOTE: Properly and officially designated operators are fully responsible for all proper operation and maintenance
of the facility, and all documentation required thereof, whether acting as a contract operator [subcontractor] or a
member of the Permittee's staff.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit [40 CFR 122.41(c)].
4. Bypassing of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41(m)(2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation: These bypasses are not subject to the
provisions of Paragraphs b. and c. of this section.,
b. Notice [40 CFR 122.41(m)(3)]
(1) Anticipated bypass. If the Permittee knows in advance of the need for a bypass, it shall submit prior notice,
if possible at least ten days before the date of the bypass; including an evaluation of the anticipated quality
and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
H.E.6. (24-hour notice).
c. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the'bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The Permittee submitted notices as required under Paragraph b. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
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(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
Upsets
a. Effect of an upset [40 CFR 122.41(n)(2)]: An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the requirements of paragraph b. of
this condition are met. No determination made during administrative review of claims that noncompliance was
caused by upset, and before an action for noncompliance, is final administrative action subject to judicial
review.
b. Conditions necessary for a demonstration of upset: Any Permittee who wishes to establish the affirmative
defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or other relevant
evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part II.E.6.(b) of this permit.
(4) The Permittee complied with any remedial measures required under Part H.B.2. of this permit.
c. Burden of proof [40 CFR 122.41(n)(4)]: The Permittee seeking to establish the occurrence of an upset has
the burden of proof in any enforcement proceeding.
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States except as permitted
by the Commission. The Permittee shall comply with all applicable state and Federal regulations governing the
disposal of sewage sludge, including 40 CFR 503, Standards for the Use and Disposal of Sewage Sludge; 40 CFR
Part 258, Criteria For Municipal Solid Waste Landfills; and 15A NCAC Subchapter 2T, Waste Not Discharged To
Surface Waters. The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required by 15A NCAC 02H .0124) to
prevent the discharge of untreated or inadequately treated wastes during electrical power failures either by means
of alternate power sources, standby generators or retention of inadequately treated effluent.
Section D. Monitoring and Records
Representative Sampling
Samples collected and measurements taken, as required herein, shall be representative of the permitted discharge.
Samples collected at a frequency less than daily shall be taken on a day and time that is representative of the
discharge for the period the sample represents. All samples shall be taken at the monitoring points specified in this
permit and, unless otherwise specified, before the effluent joins or is diluted by any other wastestream, body of
water, or substance. Monitoring points shall not be changed without notification to and the approval of the Permit
Issuing Authority [40 CFR 122.41(j)].
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR 1, 1. 1, 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of these,
and all other reports required herein, shall be submitted to the following address:
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NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I of
this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Laboratories used for sample analysis must be certified by the Division. Permittees should contact the Division's
Laboratory Certification Section (919 733-3908 or http://portal.ncdenr.org/web/wq/lab/cert) for information
regarding laboratory certifications.
Facilities whose personnel are conducting testing of field -certified parameters only must hold the appropriate field
parameter laboratory certifications.
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to NCGS
143-215.63 et. seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to Section
304(g), 33 USC 1314, of the CWA (as amended), and 40 CFR 136; or in the case of sludge use or disposal,
approved under 40 CFR136, unless otherwise specified in 40 CFR 503, unless other test procedures have been
specified in this permit [40 CFR 122.41].
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum detection
and reporting levels that are below the permit discharge requirements and all data generated must be reported down
to the minimum detection or lower reporting level of the procedure. If no approved methods are determined
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
Penalties for Tampering '
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation committed after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Pernuttee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Permittee shall retain records of all monitoring information, including:
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
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7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques.or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting as
a representative of the Director), upon the presentation of credentials and other documents as may be required by
law, to;
a. Enter, at reasonable times, upon the Permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the CWA, any substances or parameters at any location [40 CFR 122.41(i)].
Section E Reporting Requirements
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge of
any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall constitute
a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility [40 CFR 122.41(1)]. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29(b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42(a)(1); or
c. The alteration or addition results in a significant change in the Permittee's sludge use or disposal practices, and
such alteration, addition or change may justify the application of permit conditions that are different from or
absent in the existing permit, including notification of additional use or disposal sites not reported during the
permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41(1)(2)].
4. Transfers
This permit is not transferable to any person without prior written notice to and approval from the Director in
accordance with 40 CFR 122.61. The Director may condition approval in accordance with NCGS 143-215.1, in
particular NCGS 143-215.1(b)(4)b.2., and may require modification or revocation and reissuance of the permit, or
a minor modification, to identify the new permittee and incorporate such other requirements as may be necessary
under the CWA [40 CFR 122.41(1)(3), 122.61] or state statute.
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5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41(1)(4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II.D.2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required by this permit using test procedures
approved under 40 CFR Part 136 and at a sampling location specified in this permit or other appropriate
instrument governing the discharge, the results of such monitoring shall be included in the calculation and
reporting of the data submitted on the DMR.
6. Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
potentially threatens public health or the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written submission
shall contain a description of the noncompliance, and its cause; the period of noncompliance, including exact
dates and times, and if the noncompliance has not been corrected, the anticipated time it is expected to
continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance [40
CFR 122.41(1)(6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. Occurrences outside normal business hours may also be reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II.E.5 and 6. of this permit at the
time monitoring reports are submitted. The reports shall contain the information listed in Part II.E.6. of this permit
[40 CFR 122.41(1)(7)].
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or submitted
incorrect information in a permit application or in any report to the Director, it shall promptly submit such facts or
information [40 CFR 122.41(1)(8)].
9. Noncompliance Notification
The Permittee shall report by telephone to either the central office or the appropriate regional office of the Division
as soon as possible, but in no case more than 24 hours or on the next working day following the occurrence or first
knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making any
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215. 1 (b)(2) or in Section 309 of the Federal Act.
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11. Penalties for Falsification of Reports
The CWA provides that any person who knowingly makes any false statement, representation, or certification in
any record or other document submitted or required to be maintained under this permit, including monitoring
reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than
$25,000 per violation, or by imprisonment for not more than two years per violation, or by both [40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C). The
report shall summarize the performance of the collection or treatment system, as well as the extent to which the
facility was compliant with applicable Federal or State laws, regulations and rules pertaining to water quality. The
report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon which
annual period is used for evaluation.
The report shall be sent to:
NC DENR / Division of Water Quality / Surface Water Protection Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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PART III
OTHER REQUIREMENTS
Section A. Construction
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the planVs treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtC) permit or (2) the Permittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215.1(a5) [SL 2011-394], no permit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial waste or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine'or frequent basis, of
any toxic pollutant which is not.limited in the permit, if that discharge will exceed the highest of the following
"notification- levels'; .
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 µg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (1 mg/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this permit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
permitted facility.
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PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Definitions
In addition to the definitions in Part H of this permit, the following definitions apply to municipal facilities:
Indirect Discharge or Industrial User
Any non -domestic source that discharges wastewater containing pollutants into a POTW regulated under section
307(b), (c) or (d) of the CWA. [40 CFR 403.3 (i) and 0) and 15A NCAC 02H .0903(b)(11)]
Interference
Inhibition or disruption of the POTW treatment processes; operations; or its sludge process, use, or disposal which
causes or contributes to a violation of any requirement of the Permittee's (or any satellite POTW's if different from the
Permittee) NPDES, collection system, or non -discharge permit or prevents sewage sludge use or disposal in
compliance with specified applicable State and Federal statutes, regulations, or permits. [15A NCAC 02H
.0903(b)(14)]
Pass Through
A discharge which exits the POTW into waters of the State in quantities or concentrations which, alone or with
discharges from other sources, causes a violation, including an increase in the magnitude or duration of a violation, of
the Permittee's (or any satellite POTW's, if different from the Permittee) NPDES, collection system, or non -discharge
permit. [15A NCAC 02H .0903(b)(23)]
Publicly Owned Treatment Works (POTW)
A treatment works as defined by Section 212 of the CWA, which is owned by a State or local government organization.
This definition includes any devices and systems used in the storage, treatment, recycling and reclamation of municipal
sewage or industrial wastes of a liquid nature. It also includes the collection system, as defined in 15A NCAC 2T
.0402, only if it conveys wastewater to a POTW treatment plant. The term also means the local government
organization, or municipality, as defined in section 502(4) of the CWA, which has jurisdiction over indirect discharges
to and the discharges from such a treatment works. In this context, the organization may be the owner of the POTW
treatment plant or the owner of the collection system into which an indirect discharger discharges. This second type of
POTW may be referred to as a "satellite POTW organization." [15A NCAC 02H .0903(b)(26)]
"Significant Industrial User" or "SIU"
An Industrial User that discharges wastewater into a publicly owned treatment works and that [15A NCAC 02H
.0903(b)(33)]:
1. Discharges an average of 25,000 gallons per day or more of process wastewater to the POTW (excluding sanitary,
noncontact cooling and boiler blowdown wastewaters); or
2. Contributes process wastewater which makes up five percent or more of the NPDES or non -discharge permitted
flow limit or organic capacity of the POTW treatment plant. In this context, organic capacity refers to BOD, TSS
and ammonia; or
3. Is subject to categorical standards under 40 CFR Part 403.6 and 40 CFR Parts 405-471; or
4. Is designated as such by the Permittee on the basis that the Industrial User has a reasonable potential for adversely
affecting the POTW's operation or for violating any pretreatment standard or requirement, or the POTW's effluent
limitations and conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options;
5. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraphs 1 or 2 of this definition above has no reasonable potential for adversely affecting the
POTW's operation or for violating any pretreatment standard or requirement, the POTW's effluent limitations and
conditions in its NPDES or non -discharge permit, or to limit the POTW's sludge disposal options, and thus is not a
Significant Industrial User (SIU); or
6. Subject to approval under 15A NCAC 02H .0907(b), the Permittee may determine that an Industrial User meeting
the criteria in paragraph 3 of this definition above meets the requirements of 40 CFR Part 403.3(v)(2) and thus is a
non -significant categorical Industrial User.
Section B. Publicly Owned Treatment Works (POTWs)
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All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the POTW.
Section C. Municipal Control of Pollutants from Industrial Users.
Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient information
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the,
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which .cause corrosive structural damage to the POTW, but in no case discharges with pH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40°C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
c. The Permittee shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact.the Permittee's Pretreatment Program and/or
the operation of the POTW.
The Permittee shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
Version 11/0912011

NPDES Permit Standard Conditions '
Page 16 of 18 '
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary for the Permittee to
supplement the requirements of the Federal Pretreatment Standards (40 CFR, Part 403) to ensure compliance by
the Permittee with all applicable effluent limitations. Such actions by the Permittee may be necessary regarding
some or all of the industries discharging to the municipal system.
4. The Permittee shall require any Industrial User (IU) discharging to the POTW to meet Federal Pretreatment
Standards developed under Section 307(b) of the Act as amended (which includes categorical standards and
specific local limits, best management practices and narrative requirements). Prior to accepting wastewater from
any Significant Industrial User (SIU), the Permittee shall either develop and submit to the Division a new
Pretreatment Program or, as necessary, a modification of an existing Pretreatment Program, for approval as
required under section D below as well as 15A NCAC 02H .0907(a) and (b). [40 CFR 122.440)(2)]
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved POTW
Pretreatment Program or to include a compliance schedule for the development of a POTW Pretreatment Program
as required under Section 402 (b)(8) of the CWA and implementing regulations or by the requirements of the
approved State pretreatment program, as appropriate.
Section D. Pretreatment Programs
Under authority of sections 307 (b) and (c) and 402(b)(8) of the CWA and implementing regulations 40 CFR 403,
North Carolina General Statute 143-215.3(14) and implementing regulations 15A NCAC 02H .0900, and in accordance
with the approved pretreatment program, all provisions and regulations contained and referenced in the pretreatment
program submittal are an enforceable part of this permit. [40 CFR 122.440)(2)]
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the CWA, 40
CFR 403, 15A NCAC 02H .0900, and the legal authorities, policies, procedures, and financial provisions contained in
its pretreatment program submission and Division approved modifications thereof. Such operation shall include but is
not limited to the implementation of the following conditions and requirements. Terms not defined in Part II or Part IV
of this permit are as defined in 15A NCAC 02H .0903 and 40 CFR 403.3.
1. Sewer Use Ordinance (SUO)
The Permittee shall maintain adequate legal authority to implement its approved pretreatment program. [I5A
NCAC 02H .0903(b)(32), .0905 and .0906(b)(1); 40 CFR 403.8(f)(1) and 403.9(b)(1) and (2)]
2. Industrial Waste Survey (IWS)
The Permittee shall implement an IWS consisting of the survey of users of the POTW collection system or
treatment plant, as required by 40 CFR 403.8(f)(2)(i-iii) and 15A NCAC 02H .0905 [also 40 CFR 122.440)(1)],
including identification of all Industrial Users that may have an impact on the POTW and the character and amount
of pollutants contributed to the POTW by these Industrial Users and identification of those Industrial Users
meeting the definition of SIU. Where the Permittee accepts wastewater from one or more satellite POTWs, the
IWS for the Permittee shall address all satellite POTW services areas, unless the pretreatment program in those
satellite service areas is administered by a separate Permittee with an approved Pretreatment Program. The
Permittee shall submit a summary of its IWS activities to the Division at least once every five years, and as
required by the Division. The IWS submission shall include a summary of any investigations conducted under
paragraph C.2.c. of this Part. [15A NCAC 02H .0903(b)(13), :0905 and .0906(b)(2); 40 CFR 403.8(f)(2) and 403.9]
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific data to
be used in a wastewater treatment plant Headworks Analysis (HWA) for the development of specific pretreatment
local limits. Effluent data from the Plan shall be reported on the DMRs (as required by Parts II.D and II.E.5.). [15A
NCAC 02H .0903(b)(16), .0906(b)(3) and .0905]
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a HWA at least once every five years, and as required by the
Division. Within 180 days of the effective date of this permit (or any subsequent permit modification) the
Permittee shall submit to the Division a written technical evaluation of the need to revise local limits (i.e., an
updated HWA or documentation of why one is not needed) [40 CFR 122.44]. The Permittee shall develop, in
accordance with 40 CFR 403.5(c) and 15A NCAC 02H .0909, specific Local Limits to implement the prohibitions
listed in 40 CFR 403.5(a) and (b) and 15A NCAC 02H .0909. Pursuant to 40 CFR 403.5, local limits are
Version 1110912011

)ES Permit Standard Conditions
Page 17 of 18
enforceable Pretreatment Standards as defined by 40 CFR 403.3(1). [15A NCAC 02H .0903(b)(10), .0905, and
.0906(b)(4)]
5. Industrial User Pretreatment Permits (IUP) & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all Significant Industrial Users, permits for
operation of pretreatment equipment and discharge to the Permittee's collection system or treatment works. These
permits shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as necessary for the installation of treatment and control technologies to
assure that their wastewater discharge will meet all applicable pretreatment standards and requirements. The
Permittee shall maintain a current Allocation Table (AT) which summarizes the results of the HWA and the limits
from all IUPs. Permitted IUP loadings for each parameter cannot exceed the treatment capacity of the POTW as
determined by the HWA. [15A NCAC 02H .0906(b)(6), .0909, .0916, and .0917; 40 CFR 403.5, 403.8(f)(1)(iii);
NCGS 143-215.67(a)]
6. Authorization to Construct (AtQ
The Permittee shall ensure that an Authorization to Construct permit (AtQ is issued to all applicable Industrial
Users for the construction or modification of any pretreatment facility. Prior to the issuance of an AtC, the
proposed pretreatment facility and treatment process must be evaluated for its capacity to comply with all
Industrial User Pretreatment Permit (IUP) limitations. [15A NCAC 02H .0906(b)(7) and .0905; NCGS 143-
215.1(a)(8)]
7. POTW Inspection & Monitoring of their lUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by Industrial Users;
compliance with applicable pretreatment standards. [15A NCAC 02H .0908(e); 40 CFR 403.8(f)(2)(v)] The
Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year;
b. Sample all Significant Industrial Users (SlUs) at least once per calendar year for all SIU permit -limited
parameters including flow except as allowed under 15A NCAC .0908(e); and
c. At least once per year, document an evaluation of any non -significant categorical Industrial User for
compliance with the requirements in 40 CFR 403.3(v)(2), and either continue or revoke the designation as non-
significant.
8. 1U Self Monitoringand nd Reporting
The Permittee shall require all Industrial Users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit, or in 15A
NCAC 02H .0908. [15A NCAC 02H .0906(b)(5) and .0905; 40 CFR 403.8(f)(1)(v) and (2)(iii); 40 CFR
122.440)(2) and 40 CFR 403.12]
9. Enforcement Response Plan (ERP)
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the CWA (40 CFR 405 et. seq.), prohibitive discharge standards
as set forth in 40 CFR 403.5 and 15A NCAC 02H .0909; specific local limitations, and other pretreatment
requirements. All remedies, enforcement actions and other, shall be consistent with the Enforcement Response
Plan (ERP) approved by the Division. [15A NCAC 02H .0903(b)(7), .0906(b)(8) and .0905; 40 CFR 403.8(t)(5)]
10. Pretreatment Annual Reports (PAR)
The Permittee shall report to the Division in accordance with 15A NCAC 02H .0908. In lieu of submitting annual
reports, Modified Pretreatment Programs developed under 15A NCAC 02H .0904 (b) may be required to submit a
partial annual report or to meet with Division personnel periodically to discuss enforcement of pretreatment
requirements and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual Report
(PAR) describing its pretreatment activities over the previous calendar year to the Division at the following
address:
Version 1110912011

NPDES Permit Standard Conditions '
-� Page 18 of 18
NC DENR / Division of Water Quality / Surface Water Protection Section
Pretreatment, Emergency Response, and Collection Systems (PERCS) Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
These reports shall be submitted by March 1 of each year and shall contain the following:
a._ Narrative
A narrative summary detailing actions taken, or proposed, by the Permittee to correct significant non-
compliance and to ensure compliance with pretreatment requirements;
b. Pretreatment Program Summary (PPS)
A pretreatment program summary (PPS) on forms or in a format provided by the Division;
c. Significant Non -Compliance Report (SNCR)
A list of Industrial Users (IUs) in significant noncompliance (SNC) with pretreatment requirements, and the
nature of the violations on forms or in a format provided by the .Division;
d. Industrial Data Summary Forms IDSF)
Monitoring data from samples collected by both the POTW and the Significant Industrial. Users (SIUs). These
analytical results must be reported on Industrial Data Summary Forms (IDSF) or on other forms or in a format
provided by the Division;
e. Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules, public notice of
Ws in SNC, a summary of data or other information related to significant noncompliance determinations for
IUs that are not considered SlUs, and any other information, upon request, which in the opinion of the Director
is needed to determine compliance with the pretreatment implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Industrial Users (IUs) that were in significant noncompliance (SNC)
as defined in the Permittee's Division -approved Sewer Use Ordinance with applicable pretreatment requirements
and standards during the previous twelve month period. This list shall be published within four months of the
applicable twelve-month period. [15A NCAC 02H .0903(b)(34), .0908(b)(5) and .0905 and 40 CFR
403.8(f)(2)(viii)]
12. Record Keeping
The Permittee shall retain for a minimum of three years records of monitoring activities and results, along with
support information including general records, water quality records, and records of industrial impact on the
POTW and shall retain all other Pretreatment Program records as required by 15A NCAC 02H .0908(f). [15A
NCAC 02H .0908(f); 40 CFR 403.12(o)]
13. Pretreatment Program Resources'
The Permittee shall maintain adequate funding and qualified personnel to accomplish the objectives of its approved
pretreatment program. and retain a written description of those current levels of inspection. [15A NCAC 02H
.0906(b)(9) and (10) and .0905; 40 CFR 403.8(f)(3), 403.9(b)(3)]
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits modifications, POTW
monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan modifications, shall be considered a
permit modification and shall be govem'ed by 40 CFR 403.18, 15 NCAC 02H .0114 and 15A NCAC 02H .0907.
Version 1110912011

tiE..jh.
ENVIRONMENTAL
Inc.-Ear
nc■Water & Wastewater
aste /waterrS/Services
P.O. Box 954, Cullowhee, North Carolina, 28723(50 West Sylva Shopping Center, Sylva, NC 28779)
Phone: [phone], Fax: [phone]
E-mail: [e-mail]
August 1, 2012
Attn.: System Performance Annual Report
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh, NC 2.7699-1617
Re: Annual Report
NPDES # NCO062553
Wade Hampton
Jackson County
The attached document is pursuant to House Bill 1160, the Clean Water Act of 1999,
which was signed into law by the Governor on July 21, 1999. The legislation is intended
to instill public oversight by requiring spill notification and annual reporting by all entities
owning or operating wastewater treatment facilities in the state of North Carolina.
Concerned persons may obtain more detailed information concerning the above
referenced facility by contacting me at [phone] or Bud Smith at [phone].
Sincerely,
4tL�
M rk eague
Operator in Responsible Charge
Encl.: Annual Report
CC: Bud Smith
r p C�C���VE �}
D 4
AUG 1 7 2012
x
WATER QUALITY SECTION w
ASHEVILLE REGIONAL OFFICE
Nw+r�•�..�':+�M�:�+�?i:rY�.:.•e`.':i'.A'dC4'.:•":+h.Y�!e4�Ja4L:o7.'.i-.

PERFORMANCE ANNUAL REPORT
I. General Information
Facility and System Name:
Wade Hampton Golf Club
NC HWY 107
Jackson `County
Permit: NCO062553
Owner:
Wade Hampton
P.O. Box 2286
Cashiers, NC 28717
Operator:
Environmental, Inc.
ORC:
Mark Teague
P.O. Box 954
Cullowhee, NC 28723
Description of Collection System or Treatment Process:
Raw sewage generated by Wade Hampton is collected in lift station basins and transported via
grinder pumps to a 125,000 GPD wastewater treatment facility. The facility includes an
aeration basin, clarifier, digester, and a chlorine contact basin and a dechlorination basin. The
facility is currently permitted to discharge 125,000 GPD.
II. PERFORMANCE .
Summary of System Performance July 1, 2011 to June 30, 2012
Analytical results indicate that no permitted monthly limits were exceeded during the reporting
period. In addition, no bypasses or overflows occurred.
III. NOTIFICATION
A copy of this report is available by contacting:
Wade Hampton Property Owners Association
P.O. Box 2286
Cashiers, NC 28717
IV. CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify this report has been made available to users or customers of Wade
Hampton Property Owners Association.
Mark Teague
Operator in Responsible Charge
Environmental., Inc. 8/1/12

2010
System Performance Annual Report
Wastewater Treatment Facility
�. General Information
• Facility/System Name: Wade Hampton VW TP
• Responsible Entity: Wade Hampton POA
Person in Charge: Howard F. Smith
• Telephone Number: [phone]
• Contract Operator in Responsible Charge: RPB Systems, Inc. -Michael Beck
Telephone Number: [phone]
Applicable Permit: NPDES NC0062553 Expires: 8/31/2012
Description of Treatment System:
The Wade Hampton POA wastewater treatment system is a 0.125 MGD facility
with digester, aeration tanks, clarifier, chlorine contact chamber and flow
recorder. This facility is located southeast of Cashiers on NC Hwy 107 in
Jackson County. The treated effluent discharges into an unnamed tributary to
Silver Run Creek, classified as C-Trout waters in the Savannah River Basin.
II. Performance
Summary of System Performance for 2010:
This facility is well maintained and in good operational condition. Records are
being maintained as required by their NPDES permit.
The treatment facility experienced no overflows or spills from January through
October 2010 while operated by RPB Systems, Inc.
F5,7 I M ? RL B \-V�
FEB 2 5 2011
Page 1 of 3

2010 Monthly Compliance Summary
•' January 2010-Compliant
• February 2010-Compliant
• March 2010-Compliant
• April 2010-Compliant
• May 2010-Compliant
• June 2010-Compliant
• July 2010-Compliant
• August 2010Compliant
• September 2010-Compliant
• October 2010-Compliant
• Listed below are the monthly Discharge Monitoring Report parameters as
reported to the Division of Water Quality from January through October 2010.
Flow
BOD
TSS
NH3N
Fecal
Toxicity
Jan
0.008
2.0
5.0
1.40
1.0
Feb
0.006
2.0
5.0
0.10
1.0
Mar
0.003
2.0
5.0
0.10-
1.0
Pass
April
0.005
2.0
5.0
0.10
1.0
.Ma
'0.009
2.0
5.0
0.10
1.0
June
0.014
2.2
5.0
0.10
2.3
Pass
July
0.015
2.0
5.0
0.10
1.0
Aug0.014
2.0
5.0
0.10
1.6
Set
0.018
2.0
5.0
0.15
6.1
Pass
Oct
0.012
2.1
8.3
0.10
8.3
Permit
Limits
0.125
MGD
30/45
m /I
30/45
m /I
200/400
col/100
ml
Pass/Fail
Page 2 of 3

0
IV
• Corrective Actions: None required.
• Environmental Impact: No environmental impact was observed from this
treatment facility from January through October 2010.
Notification
Customers and users will be informed of the results of this report at the annual
POA meeting. They will also be informed that a copy will be mailed to them if
requested and that a copy will be available at the POA for their review.
Certification
I certify under penalty of law that this report is accurate and complete to the best
of my knowledge. I further certify that this report has been made available to the
users or customers of this system and that those users have been notified of its
availability. I am aware that there are significant penalties for submitting false
information.
-Vvu�- -
Signature
Page 3 of 3

•.+4`.)yT•:ZY 4vw'vi..a.G. /v'k: MhN+v .ri
ticAUG 1 0 2011 1
WATER � -
ENVIRONMENTAL R QUALITY SECTION
"Inc. Water &Wastewater Services A'SFi=:•/ILLS REMONAL.OFFICE
�^------�-.—
Me
P.O. Box 954, Cullowhee, North Carolina, 28723(50 West Sylva Shopping Center, Sylva, NC 28779)
Phone: [phone], Fax: (828) , 293-1206
E-mail:. [e-mail]
August 1, 2011
Attn.: System Performa-nce Annual Report
North Carolina Division of Water Quality
1617 Mail Service Center
Raleigh; NC 27699-1617
Re: Annual Report
NPDES # NCO062553
Wade Hampton
Jackson County
The attached document is pursuant to House Bill 1160, the Clean Water Act of 1999,.
which was signed into law by the Governor on July 21, 1999. The legislation is intended
to instill public oversight by requiring spill notification and annual reporting by ,all entities
owning or operating wastewater treatment facilities in the state -of North Carolina.
Concerned persons may obtain more detailed information concerning the above
referenced facility by contacting me.. at [phone] or. Bud Smith at [phone].
Sincerely
12114eO�e
Mark Teague
Operator in Responsible.Charge
Encl.: Annual Report
CC: Bud, Smith

ti
PERFORMANCE ANNUAL REPORT
I. General Information
Facility and System Name:.
Wade Hampton Golf Club
NC HWY 107
Jackson County
Permit: NCO062553
Owner:
Wade Hampton
P.O. Box 2286
Cashiers, NC 28717
Operator:
Environmental, Inc.
ORC:
Mark Teague
P.O. Box 954
Cullowhee, NC 28723
Description of Collection System or Treatment Process:
Raw sewage generated by Wade Hampton is collected in lift station basins and transportedvia
grinder pumps to a 125,000 GPD wastewater treatment facility. The facility includes an
aeration basin, clarifier, digester, and a chlorine contact basin and a dechlorination basin. The
facility is currently permitted to discharge 125,000 GPD.
II. PERFORMANCE
Summary of System Performance July 1, 2010 to June 30, 2011
Analytical results indicate that no permitted monthly limits were exceeded during the reporting
period. In addition, no bypasses or overflows occurred.
III. NOTIFICATION
A copy of this report is available by contacting:
Wade Hampton Property Owners Association
P.O. Box 2286
Cashiers, NC 28717
IV. CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify this report has been made available to users or customers of Wade
Hampton Property Owners Association.
Mark Teague
Operator in Responsible Charge
Environmental, Inc. 8/1/11

NCDENR
North Carolina Department of Environment and Natural Resources.
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
July 16, 2012
Bud Smith
PO Box 32286
Cashiers, NC 28717
Subject: Receipt of permit renewal application
NPDES Permit NCO062553
Wade Hampton Golf Club
Jackson County
Dear Mr. Smith:
Dee Freeman
Secretary
The NPDES Unit received your permit renewal application on May 25, 2012. A member of the NPDES
Unit will review your application. They will contact you if additional information is required to complete your
permit renewal. You should expect to receive a draft permit approximately 30-45 days before your existing
permit expires.
If you have any additional questions concerning renewal of the subject permit, please contact Bob
Sledge at [phone].
Sincerely,
Lizette Davis -Houston
Point Source Branch
Cc: Central Files
AslevilileRegi'oal Office'=,: "
NPDES Unit
iD
JUL 17 2012
f
ASH�VILLF RECIhN,�L OFFICE '
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: [phone] FAX: [phone] NofthCarohna
Internet: www.ncwaterquality.org 'J� ���'/N� //�
An Equal Opportunity\ Affirmative Action Employer v K` l`

;taE —.dAL sih
ENVIRONMENTAL
I■iCEc]om,at¢asuxra[Y S=1—
e..a.1S14IIG=
J U L 17 2012
WATER QUALITY of SECTION
OFFICE
{
`' Ac} E�IILLF R6Gi.1I1� ?.
Mailing: PO Box 954, Cullowhee, NC 28723
Physical Address: 50 West Svlva Shopping Area, Sylva, NC 28779 [phone]
Physical Address: 240-D Swannanoa River Road, Asheville, NC 28805 [phone]
Toll Free: [phone], Fax: [phone], Email: environmentalinc(U-)_aol.com
Mrs. Dina Sprinkle
NCDENR/ DWQ/ Point Source Branch
16? 7 Mail Service Center
Raleigh, NC 27699-1617
May 24, 2012
RE:
Wade Hampton Property Owner's Association
Wade Hampton Golf Club
PO BOX 32286
Cashiers
NC/ 28717
NPDES Permit #NC 0062553
Ms Sprinkle:
We request a renewal of the NPDES Permit for Wade Hampton Property Owner's
Association. Please find enclosed the NPDES application Form D, a form that authorizes
Mark Teague of Environmental, Inc. to sign for Bud Smith Administrator of Wade
Hampton POA.
No changes have been made the facility since the issuance of the last permit.
If you have. any questions, I can be reached at [phone].
Sincerely,
Mark Teague
Mark Teague, Environmental, Inc: Contract Operational Firm
2QB DO
MAY 2 5 2012

Water Pollution Control System Operator Designation Form
WPCSOCC
NCAC ISA 8G .0201
Permittee Owner/Officer Name:
14AV_aV
Mailing Address: ba Z Z%
City: �� State& Zip - Phoned#:.{ga V 5.q(sq5
Email address: -� .YTJ�6f{Lf1 A r I
Signature: Date:
..... ..................................................................................................................................
Facility Name: �-//60s.0"—v �D Permit #:
! SUBMIT A SEPARATE FORM FOR BACK TYPE OF SYSTEM!
Facility Type & Grade:
Grade.
Biological WWTP_
Physical/Chemical-
Collection System
Grade
Surface Irrigation. N/A
.Land Application N/A
Operator in -Responsible Charge (04C)
Print Full Name:
Certificate Type /Grade /Number: Q M22 d Work Phone Z l)�
Signs; are: Date: l/� / /y
"I certify that I agree to my designation as the Operator in Responsible Charge for the facility noted. I understand and will abide by the rules and
regulations pertaining to the -responsibilities of the ORC as set forth in 15A NCAC 08G .0204 and failing to do.so can result in Disciplinary Actions
by the Water Pollution Control System Operators Certification Commission."
........................... ..................... ........................................:..................................
Back -Up Operator in Responsible Charge (BU ORC)
Print Full Name:.
Certificate Type / Grad e / Num .lid ;2 0273/ Work Phone #: W9
Signature / LDate:
"I certify that I agree to, my designation as a Back-up. Operator iniResponsible Charge for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities of the BU ORC• as set forth in 15A NCAC 08G..0205 and failing to do,so can. result In Disciplinary
Actions by the Water Pollution Control:Sysiem Operators. Certification Commission."
........................:....:.:.:.:.......................................................................... :.................... 1.............
,
Mail or Fax to: WPCSOCC
1618 Mail•Service Center
Raleigh, NC 27699-1618
Fax: [phone]
(See next page for designation ofadditional back-up operators. Designation of more than one back -up -operator is optlonal)
Revised 1-2010

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 Quality / NPDES Unit -
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit INCO062553
If you are completing this form in computer use the TAB key or the up - down arrows to moue 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
Wade Hampton Property Owner's Association
Facility Name
Wade Hampton Golf Club
Mailing Address
PO BOX 32286
City
Cashiers
State / Zip Code
NC/ 28717
Telephone Number
[phone]
Fax Number
(828.) 743-5060
e-mail Address
[e-mail]
2. Location of facility producing discharge:
Check here if same address as above
Street Address or State Road NC Highway 107 @ NCSR 1145, southeast of Glenville
City Cashiers
State / Zip Code NC
County Jackson
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 Mark Teague (Environmental, Inc.)
Mailing Address PO BOX 954
City Cullowhee
State / Zip Code NC/ 28723
Telephone Number [phone] �® D
u
Fax Number [phone]
1 of 1 Form-D 05/08

t
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 apply):
Industrial
❑
Number of Employees
Commercial
❑
,Number of Employees
Residential
X
Number of Homes 120
School
❑
Number of Students/Staff
Other
❑
Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home park, shopping centers,
restaurants, etc.):
Subdivision/ Golf Club
Population served: 180
5. Type of collection system
® Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points 1
Ouffall Identification number(s) 001
Is the outfall equipped with a diffuser? ❑ Yes ® No
7. Name of receiving stream(s) (Provide a map shouting the exact location of each outfall):
Discharge from said treatment works at the location specified on the attached map into
an unnamed tributary to Silver Run Creek, classified C-Trout waters in the Savannah
River Basin. (Map is attached)
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 forBOD, TSS, nitrogen and
phosphorus. If the space provided is not sufficient, attach the description of the treatment system in'a
separate sheet of paper.
The treatment system consist of an existing 0.125 MGD wastewater treatment system
with the following components:
• Digestor
• Aeration
• Clarifier
• Chlorine Contact Chamber
• Flow Recorder
The facility is located southeast of Cashiers at Wade Hampton Golf Club on NC
Highway 107 in Jackson County.
2of2
Form-D 05/08

NPDES APPLICATION - FORM D
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information:
Treatment Plant Design flow 0.125 MGD
Annual Average daily flow .0023 MGD (for the previous 3 years)
Maximum daily flow .0376 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 andpH 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 monthl-- average. If only one analysis is reported, report as daily maximum.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Bior'hemical Oxygen Demand (BODS)
45.0
30.0
Mg/1
Fecal Coliform
400/ 100
200/ 100
ml
Total Suspended Solids
45.0
30.0
Mg/1
Temperature (Summer)
Temperature (Winter)
pH
>6.0 and <9.0 standard units
13. List all permits, construction approvals and/or applications:
Typc Permit Number Type Permit Number
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA) Ocean Dumping (MPRSA)
NPDES NCO062553 Dredge or fill (Section 404 or CWA)
PSD (�AA) Other
Non-attainment.program (CAA)
14. APPLICANT CERTIFICATION
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.
115- 12-0 (Z
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 . misdemeanor punishable by a fine not to exceed $25,000, or by imprisonment not io 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 Form-D 05/08

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•b�,!1d;I Y+,-hl.iyl,i[..rr,.11Cr''-• t. :!' .:,• ,
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j lAJl.Q61V11 j
rZeceiyine 3sieam: UT to Silver Run Creek Drainage }Basin: Savannah River Basic jt trot to scale I
Wilnde: 35° 04' sr' N sub -Basin: 03-13 02 MDES Permit No. NC0062553
Lamitude: 83° 04,10" W Permitted Flow: 0.125 MGD ]�]O y.,r
Rr Class: C•Trout Gri4W-de G 6 SFJCashiels North 6 Jackson Count

ic
l-
ENVIRONMENTAL
Ind. WMer 9, vA?rewru" Semiaes
ZTF
Mailing: PO Box 954, Cullowhee, NC 28723
Physical Address: 50 West Svlva Shopping Area Sylva NC 28779 [phone]
Physical Address: 240-D Swannanoa River Road Asheville NC 28805 [phone]
Toll Free: [phone], Fax: [phone] Email: environmentalincAmol com
Sludge Management Plan
May 24, 2012
RE:
Wade Hampton Property Owner's Association
Wade Hampton Golf Club
PO BOX 32286
Cashiers
NC/ 28717
NPDES Permit NCO062553
Sludge is wasted from the clarifier into the digestor. From the digestor the solids are
puriped and hauled by Environmental, Inc. a licensed waste management firm.
The solids are disposed of at a.local Municipality Facility.
Signature: -40f%k '
Mark Teague, Environme tal, Inc
Contract. Operational Firm

NCDENR
North Carolina Department of Environment and Natural Resources,
Division of Water Quality
Beverly Eaves Perdue
Governor
CERTIFIED MAIL: 7007 0220 0001 4482 1206
RETURN RECEIPT REQUESTED
Coleen H. Sullins
Director - -
August 24, 2011
Mr. Bud Smith
Wade Hampton Property Owners Association
P.O. Box 2286
Cashiers, NC 28717
SUBJECT: NOTICE OF VIOLATION: NOV-2011-TX-0035:
Whole Effluent Toxicity. (WET) Testing
NPDES Permit No. NCO062553
Wade Hampton Golf Club WWTP
Jackson County
Dear Mr. Smith:
Dee Freeman
Secretary
This is to, inform you that a review of your toxicity self-rnonitoring report forms for June, 2011 indicates violations of the toxicity
limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). , Your
efforts may include conducting.a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents
of effluent toxicity, isolate the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in
effluent toxicity. Please be.aware that North Carolina General Statutes provide for assessment of civil penalties for violations of
NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting
Requirements. Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic
Toxicity (AT) Test Forms. We encourage you to review this information; if it would be helpful to discuss this situation or possible
solutions to resolve effluent toxicity noncompliance, please contact Mr.'John Giorgino with this office at (919) 743= 8441.
Cii Jcer ly,
Il
Cindy Joore
Supervisor; Aquatic Toxicology Unit
cc: o oRrgersE wad�rds'—I' sheville Regional Office
Jeff Menzel- Asheville Regional Office
Aquatic Toxicology Unit
Central Files
Environmental Sciences Section
1621 Mail Service Center, Raleigh, Noah Carolina 27699-1621
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: 919-743=84001 FAX: [phone] Customer Service: 1-877-623-6748
Internet: http://h2o.enr.state.nc.us/esb/
a
a
AUG 2 6 2011
.R.
WATER QUALITY SECTION
d • 'AL OFFICE R
ASHEVILLE RE--
0 Carolina.',.
oy
An Equal Opportunity 1 Affirmative Action Employer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Unit at [phone] or another Unit representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Quality
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the following address:
North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be filed with the Environmental Sciences Section no later than 30 days after the end of the reporting period
(eg, January test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response. -
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does nothave a discharge from January 1-June 30, then you must provide
written notification to the Environmental Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar
year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Environmental Sciences
Section at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testingwill
occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilities which have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must.also be
signed by the performing lab supervisor.
➢ To determine if your AT test forms were received on time by the Division of Water Quality, you may consider submitting your toxicity test
results certified mail, return receipt requested to the Environmental Sciences Section.
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699 '1621 ,
One
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 2.7607
NorthCarolina
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: http://h2o.enr.state.nc.us/esb/
�atura"�/
lll/// j
An Equal Opportunity 1 Affirmative Action Employer

�� v T
:-Ytu cpny
RUNERR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 8, 2011
Bud Smith
Wade Hampton Property Owners Association
PO Box 2286
Cashiers NC 28717
SUBJECT: Compliance Sampling Inspection
Wade Hampton Golf Club WWTP
Permit No: NCO062553
Jackson County
Dear Mr. Smith:
Enclosed please find a copy of the Compliance Sampling Inspection Report from
the inspection which Jeff Menzel and I conducted at the facility on July 12, 2011. The
facility was found to be in Compliance with permit NC0062553.
Please refer to the enclosed inspection report for additional observations and
comments. If you have any questions, please do not hesitate to contact me at 828-296-
4500.
Sincerely,
Keith Hayne
Environmental Sr. Specialist
Enclosure
cc: Mark Fredrick Teague, ORC
Central Files
Ashevi(ley-F(es�"�
S:\SWP\JacksonXWastewater\MinorslWade Hampton Golf Club 62553\CElletter7.12.11.doc
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778&— One
ilhCarolina
Phone: [phone]\FAX: [phone]\Customer Service: 1-877-623-6748 �atura��
Internet: www.ncwaterauality.org

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I N 2 15 31 - N0O062553 111 121 11/07/12 117 18` c1 19! .ct 201
LJ 1= -1 =! LJ
Remarks
211111 1111111111111111 11111111111111111111 Jill 1116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 81 QA — —Reserved---
71 U 72 73 L Lj 74 751 I I I I I Li 80
67 I 169 70 U 1 ��----��
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Wade Hampton Golf Club WWTP
11:00 AM 11/07/12
07/10/01
Exit Time/Date
Permit Expiration Date
NC Hwy 107
Cashiers NC 28717
11:20 AM 11/07/12
12/08/31
Name(s) of Onsite Representative(s)lritles(s)/Phone and Fax Number(s)
Other Facility Data
Mark Fredrick Teague/ORC/828-293-9396/
Name, Address of Responsible Official/Title/Phone and Fax Number
Bud Smith, PO Box 2286 Cashiers NC 28717//826-743-9895/ ContactedNo
Section C: Areas Evaluated During Inspection'(Check only those areas evaluated)
Permit Flow Measurement Operations & Maintenance E Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
`
Jeff Menzel �y ARO WQ//828-296-4500/
ARO WQ//828-296-4500/
Keith Haynes /�_
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
Roger C Edwards °/\(�(i ARO WQ//828-296-4500/
;71�2_0111
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NC0062553 I11 12� 11/07/12 1
17 18'_'
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
The plant appeared to be well operated and adequately maintained. It should be noted that the influent box
was rusty and should be replaced in the near future.
Grab sample results were as follows:
BOD - 13 mg/I
TSS - 9.5 mg/I
The results are below permit maximum limits.
Page # 2

Permit: NCO062553 Owner - Facility: Wade Hampton Golf Club WWTP
Inspection Date: 07/12/2011 Inspection Type: Compliance Sampling
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? ■ ❑ ❑ Cl
Does the facility analyze process control parameters, for ex: MLSS, MCRT,, Settleable Solids, pH, DO, Sludge ■ ❑ ❑ ❑
Judge, and other that are applicable?
Comment: Process control as needed.
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? ❑ ❑ ■ ❑
Is the facility as described in the permit?
# Are there any special conditions for the permit?
Is access to the plant site restricted to the general public?
Is the inspector granted access to all areas for inspection?
Comment:
Aeration Basins
Mode of operation
Type of aeration system
Is the basin free of dead spots?
Are surface aerators and mixers operational?
Are the diffusers operational?
Is the foam the proper color for the treatment process?
Does the foam cover less than 25% of the basin's surface?
Is the DO level acceptable?
Is the DO level acceptable?(1.0 to 3.0 mg/1)
Comment:
Secondary Clarifier
Is the clarifier free of black and odorous wastewater?
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Yes No NA NE
Ext. Air
Diffused
Yes No NA NE
Page # 3

Permit: NC0062553 Owner - Facility: Wade Hampton Golf Club WWT'P
Inspection Date: 07/12/2011 Inspection Type: Compliance Sampling
Secondary Clarifier
Yes
No NA NE
Is the drive unit operational?
❑
❑ ■ ❑
Is the return rate acceptable (low turbulence)?
■
❑ ❑ ❑
Is the overflow clear of excessive solids/pin floc?
■
❑ ❑ ❑
Is the sludge blanket level acceptable? (Approximately''/4 of the sidewall depth)
❑
❑ ❑ ■
Comment:
Disinfection -Tablet
Yes
No NA NE
Are tablet chlorinators operational?
■
❑ ❑ Cl
Are the tablets the proper size and type?
■
❑ ❑ ❑
Number of tubes in use?
2
Is the level of chlorine residual acceptable?
■
❑ ❑ ❑
Is the contact chamber free of growth, or sludge buildup?
■
❑ ❑ ❑
Is there chlorine residual prior to de -chlorination?
❑
❑ ❑ ■
Comment:
De -chlorination
Yes
No NA NE
Type of system ?
Tablet
Is the feed ratio proportional to chlorine amount (1 to 1)?
■
❑ ❑ ❑
Is storage appropriate for cylinders?
Cl
❑ ■ ❑
# Is de -chlorination substance stored away from chlorine containers?
❑
❑ ■ ❑
Comment:
Are the tablets the proper size and type?
e
❑ ❑ ❑
Are tablet de -chlorinators operational?
■
❑ ❑ ❑
Number of tubes in use?
2
Comment:
Effluent Pipe
Yes
No NA NE
Is right of way to the outfall properly maintained?
■
❑ ❑ ❑
Are the receiving water free of foam other than trace amounts and other debris?
■
❑ ❑ ❑
If effluent (diffuser pipes are required) are they operating properly?
❑
❑ ■ Cl
Comment:
Page # 4

County: JACKSON
Sample ID:
AB73565
River Basin
PO Number #
ARO
Report To AROSP
�pFA���iA,
�O� QG�
Date Received:
07/13/2011
5 r
Time Received:
07:45
Collector: K HAYNES
o •c
Labworks LoginlD
KJIMISON
Region: ARO
Report Generated:
8/4/11 -
Sample Matrix: WASTEWATER
Date Reported:
08/04/2011
Loc. Type: EFFLUENT
Emergency Yes/No VisitlD
COC Yes/No
/
Loc. Descr.: WADE HAM PTON CC
Location ID: NCO062553
Collect Date: 07/12/2011
Collect Time: 11:30
Sample Depth
CAS # Analyte Name
PQL Result/ '
Qualifier
Units
Method
Reference
Analysis Validated by
Date
Others
Sample temperature at receipt by lab
1.4 °C
7/13/11 DLEAVITT
BOD, 5-Day in liquid
2 13 mg/L
APHA5210B
7/13/11 MOVERMAN
Residue_ Suspended in liquid
6.2 9.5 mg/L
APHA2540D-20th
7/18/11 MOVERMAN
.• .Zz rt'r(j�y YES,, ::� .
M1,r K 'S°a"N
. 2 n\�JjJj � s
AUG - 9 2011
WATER QUALITY SECTION
nFFICE
_E 1-1 1-:1112'-
Laboratory Section>> 1623 Mail Service Center, Raleigh, NC 27699-1623 [phone]
For a detailed description of the qualifier codes refer to hitp•!/ooiial ncdenr orofweb/woflab/staffinfo/techassisl.#Data Qualifier Codes <http:llportal ncdenr.orgh,/eb/wgflab/stafrinro/lechassist>
Paae 1 of 1

DIVISION OF ENVIRONMENTAL MANAGEMENT
COUNTY CL �c7 �'�. PR]
RIVES{ BASIN ❑
REPORT:TO: ARO FRO MRO RRO WaRO W]RO WSRO TS
AT BM ❑
Other
Shipped by: Bus Courie ,�, Other
COLLECTORS)-.
Estimated BOD Range: 0--2 /25-65/40.130 or 100 plus ST
Seed: Yes ❑ No ❑ Chlorinated: YeslK No ❑ RE
1
2
COD High 340
mg/1
3
COD Low 335
mg/1
4
Coliform: MF Fecal 31616
/loomI
5
Coliform: MF Total 31504
/100mI
6
Coliform: Tube Fecal 31615
/looml
7
Coliform: Fecal Strep 31673
/loom]
S1
lResidue: Total 500
mgll
10
ras¢a oiu
mg/]
11
Residue: Suspended 530
mg/]
12
Volatile 535
mg/1
13
Fixed 540
mg/l
14
PH 403
units
15
Aridity to PH 4.5 ,136
mg/l
16
Acidity.to pH 8.3 435
mg/1
17
Alkalinity to pH 8.3.415
mgA
18
Alkalinity to PH 4.5 410
mg/l
19
TOC 680
mgA
20
Turbidity 76
NTU
_..., ,Z. �. For Lab Use ONLY - .•.(lii'a�4�•iT.V..,F�Y�.Fn,�.�•_.n,•v. inn%' " ��;-
ATI07'aL0
ATI
T SSE
h
Tiiiie"Begin
FDate:End.,;:,. „�-
&ir
Chloride 940 mg/]
Chi a: Tri 32217
ug/l
Chi a: Corr 32209
ug/l
Pheophytin a 32213
ug/l
Color. True 80
Pt-00
Color -.(pH ) 83
ADMI
Color. pH 7.6 82
ADMI
Cyanide 720
mg/l
Fluoride 951 '
mg/1
Formaldehyde 71880
mg/l
Grease and Oils 556
mg/I
Hardness Total goo
mg/l
Specific Cord. 95
uMhos/cm�
MBAS 38260
mg/1
Phenols 32730
ugA
Sulfate 945
mgA
9EFFLUENT
7'7
ds
!❑
INFLUENT
7p
t
a
a
Lab Nnmber: f �r
Date Received: t Time; U '!
Rec'd by: From: Bus-Cour' r-Hand
DATA ENTRY B CK:
DATE REPORTED:
DBM Value Type
A H L
NH3 as N 610 mg/1
TKN as N 625 mg/l
NO2 plus NOS as N 630 mg/l
P: Total as P 665 mg/l
PO4 as P 70507 mg/1
P. Dissolved as P 666 mgA
Cd-Cadmium 1027 ug/1
CrChromium:Total1034 ug/]
Cu Copper 1042 ug/1
Ni-Nickel 1067 ug/1
Pb-Lead 1051 uSA
Zn-Zinc 10.92 ug/1
Ag ilver 1077 ugA
AI -Aluminum 1105 USA
Be-Berylllum 1012 ug/l
Ca -Calcium 916 mgA
Co -Cobalt 1037 ug/1
Fe -Iron 1045 ugA
Composite Sample Type
T S. B C (�G) G N X X
A.
Sampling Point%
Conductance at 25 C
Water Temperature
D.O. mg/1
pH
Alkalinity
PH 8.3 PH 4.5
Acidity
pH 4-5 PH 8.3
Air Temperature .(q
2
94
Salinity %
10
Precipition (in/day)
300 •
Cloud Cover %
'400 •
Wind Diction (Deg)
82244 431
tream Flow Severity Turbidity Severity
82243 82242
Wind Velocity M/H can Stream Depth ft
20
Stream Width ft '
480
45
32
36
1351 1350
35 64
4
[a
DM1/Revised 10/86
F.

ENLE CC,
NCDENR -
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 8, 2010
Mr. Bud Smith
Wade Hampton Property Owners Association
NC Highway 107 S
Cashiers, North Carolina 28717
Subject: NOTICE OF VIOLATION
NOV-2010-MV-0073
Permit No. NCO062553
Wade Hampton Golf Club WWTP
Jackson County
Dear Mr. Smith:
A review of Wade Hampton Golf Club WWTP's monitoring report for January 2010 showed the following
violation:
Parameter
Date
Measuring
Frequency
Violation
Fecal Coliform
01/30/2010
Weekly
Failure to Monitor
Reminder. Holidays should be clearly marked on the appropriate monthly DMRs
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in fact it should
have been marked "Non -Compliant" with an explanation for the non-compliance. If the above parameter was left off
inadvertently, please send an amended DMR to Raleigh at the address found on the front page of your DMR.
Remedial actions should be taken to correct this problem. The Division of Water Quality may pursue enforcement
action for this and any additional violations of State law. If you should have any questions, please do not hesitate to
contact Janet Cantwell at 828/296-4500. -
Sincerely,
FOR Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
CC , DWQ AsheW��T>les J
DWQ Central Files
RPB Systems Inc. / ORC
S:`.SWPLIachson': 'astc%v,itcr'•_1Iinors'. ade Hampton Goll'Club 62553,N0l-2010-\•iV-0073.dnc
A _ na Carolina
1Natura!!y
North Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone] Customer Service
Internet: www.newatercivality.org FAX [phone]

Aj?
CCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
.Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
SURFACE WATER PROTECTION SECTION
April 28, 2010
Mr. Bud Smith
Wade Hampton Property Owners Association
PO Box 2286
Cashiers, NC 28717
SUBJECT: Compliance Evaluation Inspection
Wade Hampton Golf Club WWTP
Permit No: NCO062553
Jackson County
Dear Mr. Smith:
Enclosed please find a copy of the Compliance Evaluation Inspection conducted on April 21,
2010. The facility was found to be in compliance with permit NC0062553.
Please refer to the enclosed inspection report for additional observations and comments.
If you -or your staff should have any questions,. please call me at 828-296-4662.
Sincerely,
Wanda P. Frazier
Environmental Specialist
Enclosure
cc: RPB Systems Inc.
Central Files
�r�„tAsleville�Files���'
S:\SWP\Jackson\Wastewater\Minors\Wade Hampton Golf Club 62553\CEI.4-21-10.doc
SURFACE WATER PROTECTION - ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 28778 NorthCarolina
Phone: [phone] \ FAX: [phone] \ Customer Service: 1-877-623-6748 �atut+al��
Internet: www.ncwateraualitv.ong

United States Environmental Protection Agency
Form i
E^ A Washington, D.C. 20460
rH
040-
OMB No. 2040-0057
No.
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding .(i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type , Inspector. Fac Type
1 I NI 2 I G111 12I 117 18cl 19SI 20UJI I
Remarks
211111111111111111 11111111 11111111 11111111 11111116
Inspection Work Days 'Facility Self -Monitoring Evaluation Rating 131 QA Reserved —
67I 1.0, 169 70131 711 I 721 NI 73L_U 74 751 I I I I I I 180
Section B: Facility Data
Name and Location of -Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:20 AM 10/04/21
07/10/01
Wade Hampton Golf Club WWTP
Exit Time/Date
Permit Expiration Date
NC Hwy 107
Cashiers NC 28717
12.15 PM 10/04/21
12/08/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Michael Dwayne Beck/0RC/828-545-7724/
Name, Address of Responsible Official/Title/Phone and Fax Number
Contacted
Bud Smith,Po Box 2286 Cashiers NC 28717//828-743-9895/ yes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance 0 Records/Reports Facility Site Review
Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
C. • J� ZLIM
� U .
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type ( cont. 1
3I NC0062553 I11 12I 10/04/21 I17 18Icl
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
FACILITY DESCRIPTION:
WWTP: The Wade Hampton Golf Club —Wade Hampton Property Owners Association is a Class II
facility rated as a 0.125 MGD facility with: a manual bar screen; 100,000 gallon
aeration basin with dual blowers, each providing 225 cfm of diffused air; a 20,500
gallon, clarifier with sludge return; 14,900 gallon aerobic digestor; tablet chlorinator;
chlorine contact chamber; tablet dechlorinator; dechlorination chamber; recording &
totalizer flow meter; and composite sampler.
Deemed permitted Collection System number: WQCSD0454
There are approximately 125 homes (some with grinder pumps) and a golf club house
(without a restaurant) connected to the system. There are 7 small and 2 main lift
stations. The map was prepared by Cranston, Robertson & Whitehurst, P.C. on 7A 1-86'
PERMIT / INSPECTION / LOG:
A review of the files indicates that the last compliance evaluation inspection was conducted on
7-29' 2009 by Wanda Frazier.
The permit expires on 8-31-2012. Please request a permit renewal 6 months prior to expiration.
A renewal notice will be mailed as a reminder.
The daily operator log was present on -site and had good notation of daily events, process
control and field testing data.
COLLECTION SYSTEM / TREATMENT UNITS / PROCESS CONTROL TESTING DATA:
Collection System:
Incoming flow from some of the the lift stations has a strong septic odor and low pH.
The operator has to add soda ash to adjust the pH. This condition has contributed to
the corrosion of the influent flow headworks structures.
Influent flow headworks:
The comminutor has been removed. The plate that separated the comminutor and the bar
screen has corroded and nearly rusted'through. It is recommended that the removal of
this plate and insertion of a bar screen rack across the entire cross sectional area of
the influent chamber box are done, when the box is refurbished.
The activated sludge aeration basin process control data was as follows:
Settleable Solids = 350 ml/I = 35%
Page # 2

Permit: NCO062553 Owner - Facility: Wade Hampton Golf Club WWTP
Inspection Date: 04/2112010 Inspection Type: Compliance Evaluation
EFFLUENT:
The effluent data was as follows:
Dissolved Oxygen = 6.5 mg/I
pH = 6.6 units
Temperature = 9.7 degrees Celsius
Chlorine = <18 ug/I
OPERATIONS AND MAINTENANCE / EFFLUENT / SUMMARY:
Mr. Michael Beck, ORC, assisted in the inspection and appears to be operating and
maintaining the facility very well.
The effluent appeared to be in compliance with permit limits.
SYSTEM PERFORMANCE ANNUAL REPORT:
The 2009 System Performance Annual Report was received by the Division on 3-4-2010.
Note: According to the Clean Water Act of 1999 (House Bill 1160), the legal requirement for
submittal of the System Performance Annual Report is as follows:
The owner or operator of any wastewater treatment works or wastewater collection systems that
treats or collects primarily domestic or municipal waste, must provide an Annual Report to its
users or customers and to the Department of Environment and Natural Resources that summarizes
the treatment works' and collection system's performance over a 12 month period.
Page # 3

Permit: NCO062553 Owner- Facility: Wade Hampton Golf Club WWTP
Inspection Date: 04/21/2010 Inspection Type: Compliance Evaluation
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? n ❑ ■
Is the facility as described in the permit? ■ n ❑ El
# Are there any special conditions for the permit?
❑
■ n
n
Is access to the plant site restricted to the general public?
■
n n
Q
Is the inspector granted access to all areas for inspection?
■
n n
n
Comment:
Operations & Maintenance
Yes
No NA
NE
Is the plant generally dean with acceptable housekeeping?
■
n n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
n n
n
Judge, and other that are applicable?
Comment:
Bar Screens
Yes
No NA
NE
Type of bar screen
a.Manual
■
b. Mechanical
Are the bars adequately screening debris?
Is the screen free of excessive debris?
Is disposal of screening in compliance?
Is the,unit in good condition?
Comment:
Aeration Basins
Mode of operation
Type of aeration system
Is the basin free of dead spots?
Are surface aerators and mixers operational?
Are the diffusers operational?
Is the foam the proper color for the treatment process?
Does the foam cover less than 25% of the basin's surface?
Is the DO level acceptable?
Is the DO level acceptable?(1.0 to 3.0 mg/1)
Ext. Air
Diffused
■nnn
nn■Q
■000
■nnn
■nn❑
■nnn
nn■n
Page # 4

Permit: NC0062553
Inspection Date: 04/21/20.10
Aeration Basins
Owner - Facility: Wade Hampton Golf Club WWTP
Inspection Type: Compliance Evaluation
Comment:'
Secondary Clarifier
Is the clarifier free of black and odorous wastewater?
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Is the drive unit operational?
Is the return rate acceptable (low turbulence)?
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately % of the sidewall depth)
Comment:
Disinfection -Tablet
Are tablet chlorinators operational?
Are the tablets the proper size and type?
Number of tubes in use?
Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de -chlorination?
Comment:
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de -chlorination substance stored away from chlorine containers?
Comment:
Are the tablets the proper size and type?
Are tablet de -chlorinators operational?
Yes No NA NE
■nun
nn■rl
.nnn
■nnn
■nnn
■nnn
■uun
nn■n
■nnn
■nnn
■nnn
■nnn
■nnn
Page # 5

Permit: NC0062553
Inspection Date: 04/21/2010
Owner - Facility: Wade Hampton Golf Club WWrP
Inspection Type: Compliance Evaluation
Number of tubes in use?
Comment:
Effluent Pipe
Is right of way to the outfall properly maintained?
Are the receiving water free of foam other than trace amounts and other debris?
If effluent (diffuser pipes are required) are they operating properly?
Comment:
Yes No NA NE
2
Page # 6

V -
2009 . . .
System Performance Annual Re P;�
Wastewater Treatment Facilit MAR o 42oio
I. General Information
• Facility/System Name: Wade Hampton WWTP }
• Responsible Entity: Wade Hampton POA
• Person in Charge: Howard F. Smith
9
tI%
WATER QUALITY SECTION
3HEVILLE REGIONAL OFFIC
• Telephone Number: [phone] -
T'3i'. W�.:v^iz<x:'.`ltwtA.Y3'nGe3u4.'sie=reu's.u.,-ceu
• Contract Operator in Responsible Charge: RPB Systems Inc. -Robert Barr
• Telephone Number: [phone]
• Applicable Permit: NPDES NC0062553- Expires: 8/31/2012
• Description of Treatment System:
The Wade Hampton POA wastewater treatment system is a.0.125 MGD facility
with digester, aeration tanks, clarifier, chlorine contact chamber and flow
recorder. This facility is located southeast of Cashiers on NC Hwy 107 in
Jackson County. The treated effluent discharges into an unnamed tributary to
Silver Run Creek, classified as C-Trout waters in. the Savannah River Basin.
II. Performance
• Summary of System -Performance for 2009:
This facility is well maintained and in good operational condition. Records are
being maintained as required by their NPDES permit.
The treatment facility experienced no overflows or spills during the last three
quarters of 2009 while operated by RPB Systems, Inc.
Page 1 of 3

• 2009-Monthly Compliance Summary
• April 2009-Non Compliant-TSS Daily Limit 45.0 mg/I
4/1/09 TSS Result 64.0 mg/I
• May 2009-Compliant
• June 2009-Compliant
• July 2009-Compliant
• August 2009-Compliant
• September 2009-Compliant
• October 2009-Compliant
• November 2009Compliant
• December 2009-Compliant
• Listed below are`the monthly Discharge Monitoring Report parameters as
reported to the Division of Water Quality from April through December 2009.
Flow
BOD
TSS
NH3N
Fecal
Toxicity
April
0.025
3.9
22
0.10
2.3
Pass
May
0.0135
2.0
5.2
0.35
3.0
Pass
June
.0.014
2.0
5.4
0.10
3.4
Pass
July
0.016-
7.9
6.1
2.3
2.3
Auq
0.020
4.5
5.5
0.10
2.4
Set
0.017
2.0
5.4
0:10
3.3
Pass
Oct
0.014
3.2
8.0
0.10
2.4
Nov
0.008
2.1
7.0
0.10
2.0
Dec
0.011
11.9
6.5
0.10
2.0
Pass
200/400
Permit
.0.125
30/45
30145
col/100
Limits
MGD
m /I
m /I
ml
Pass/Fail
Page 2 of 3

r
• Corrective Actions: In April 2009 numerous operational changes were made and
the effluent quality continuously improved.
• Environmental Impact: No environmental impact was observed from this
treatment facility from April through December 2009.
LII. Notification
Customers and users will,be informed of the results of this report at the annual
POA..meeting. They will also be informed that a copy will be mailed to them if
requested and that a copy will be available at the POA for their review.
IV. Certification
I certify under penalty of law that this report is accurate and complete to the best
of my knowledge. I further certify that this report has been made available to the
users or customers of this system and that those users have been notified of its
availability. I am aware that there are significant penalties for submitting false
information.
2AG /o
Signature Da e
'Page 3 of 3

NCDENR
- Co`y
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
SURFACE WATER PROTECTION SECTION
July 31, 2009
Mr. Bud Smith, President
Wade Hampton Property Owners' Association
PO Box 2286
Cashiers, NC 28717
SUBJECT: Compliance Evaluation Inspection
Wade Hampton Golf Club WWTP
Permit No: NCO062553
Jackson County
Dear Mr. Smith:
Enclosed please find a copy of the Compliance Evaluation Inspection form from the
inspection conducted on July 29, 2009. The facility was found to be in compliance with permit
NC0062553.
Please refer to the enclosed inspection report for additional observations and comments. If
you or your staff should have any questions, please call me at 828-296-4500 extension 4662.
Sincerely,
Wanda P. Frazier
Environmental Specialist
Enclosure
xc: Central Files
n Aseil
email: Bob Barr @ www.rpbsystems.com
Mike Beck @ fbnracing 8�a-yahoo.corn
NoAhCarolina
�atura!!�
North Carolina Division of Water Quality 2090 U.S. Highway 70; Swannanoa, N.C. 28778 Phone [phone]
Customer Service 1-877-623-6748 Internet: www.ncwaterguality.org FAX [phone]
9—T

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 15I 31 NCO062553 111 121 09/07/29 117 181 CI 19I SI 201 I
Remarks
2,1 11111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA--------- -- --Reserved--------------
67 I 1.0 169 701 31 711 I 721 N I 73 W 74 711 I I I I I I 180
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
Wade Hampton Golf Club WWTP
11:00 PM 09/07/29
07/10/01
Exit Time/Date
Permit Expiration Date
NC Hwy 107
Cashiers NC 28717
11:45 PM 09/07/29
12/08/31
Name(s) of Onsite Representative(s)/Titles(s)/Phone and Fax Number(s)
Other Facility Data
Michael Dwayne Beck/ORC/828-545-7724/
Name, Address of Responsible Official/Title/Phone and Fax Number
Bud Smith, PO Box 2286 Cashiers NC 28717//828-743-9895/ ContactedYes
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance 0 Records/Reports Facility Site Review,
Effluent/Receiving Waters
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Wanda P Frazier ARO WQ//828-296-4500 Ext.4662/
Si nature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type (cont.) 1
3I NCO062553 I11 121 09/07/29 117 18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
PREVIOUS INSPECTION(S):
During the 11-18-2005 inspection, it was noted that the influent bar screen condition was
corroded.
It currently appears that the bar screen rack is in good condition. However, the influent flow
box is corroded and nearly rusted through. The communitor has been removed. The plate that
separated the comminutor and the bar screen has corroded and nearly rusted through.
It is recommended that the removal of this plate and insertion of a bar screen rack across the
entire cross sectional area of the influent chamber / box be done, when the box is refurbished.
A review of the files indicates that the last compliance evaluation inspection was conducted on
12-12-2006 by Janet Cantwell.
CURRENT INSPECTION:
The certified, contract operator from RPB Systems, Michael Beck, assisted in the inspection.
The President of the Property Homeowners' Association, Bud Smith, was also present during the
inspection.
COLLECTION SYSTEM:
There are approximately 125 homes and a golf club house (no restaurant) connected to the system.
Currently, there are 9 lift stations.
The collection system is considered deemed permitted and appears to be in compliance with the 2T
regulations.
A notebook containing all of the required information was on -site and well organized.
TREATMENT UNITS / PROCESS CONTROL TESTING:
The activated sludge aeration basin process control data was as follows:
Settleable Solids = 610 ml/I = 61 %
PERMIT % RECORDS / REPORTS:
The permit expires on 8-31-2012. Please request a permit renewal 6 months prior to expiration.
A renewal notice will be mailed as a reminder.
The Annual Performance Report covering the fiscal year July 1, 2007 to June 30, 2008, was filed
for the year and was received on October 16, 2008.
Page # 2

Permit: NCO062553 Owner - Facility: Wade Hampton Golf Club WWrP
Inspection Date: 07/29/2009 Inspection Type: Compliance Evaluation
The next Annual Performance Report (covering July 1, 2008 to June 30, 2009) is due no later than
60 days of the end of the reporting period.
The log book was present on -site and had good notation of daily events.
OPERATIONS / MAINTENANCE / SUMMARY:
This facility appears to be well operated and maintained.
The operator is doing an excellent job.
EFFLUENT:
The effluent appeared to be clear, indicating compliance with permit limits.
Page # 3

Permit: NCO062553 Owner - Facility: Wade Hampton Golf Club VWVFP
Inspection Date: 07/29/2009 Inspection Type: Compliance Evaluation
Permit Yes No NA NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application? ❑ ❑ ■ ❑
Is the facility as described in the permit? n ■ n n
# Are there any special conditions for the permit? n n n
Is access to the plant site restricted to the general public? ■ n n ❑
Is the inspector granted access to all areas for inspection? ■ n n n
Comment: Description should read: 0.125 MGD VWVfP with manual bar screen;
100,000 gallon aeration basin; 20,500 gallon clarifier with sludge return; 14,900 gallon
aerobic digestor; dual blowers, with 225 cfm each; tablet chlorinator; chlorine contact
chamber; tablet dechlorinator; dechlorination chamber; and recording & totalizer flow
meter.
Bar Screens
Yes
No
NA
NE
Type of bar screen
a.Manual
■
b.Mechanical
n
Are the bars adequately screening debris?
■
n
n
n
Is the screen free of excessive debris?
■
n
n
n
Is disposal of screening in compliance?
■
n
n
n
Is the unit in good condition?
n
■
n
n
Comment: The bar screen rack is in good condition. However, the flow box is
corroded and nearly rusted through. The communitor has been removed. The plate
that separated the comminutor and the bar screen has corroded and nearly rusted
through. Recommend removing this plate and inserting a bar screen rack across the
entire area of the influent chamber.
Aeration Basins
Yes
No
NA
NE
Mode of operation
Ext. Air
Type of aeration system
Diffused
Is the basin free of dead spots?
■
n
n
n
Are surface aerators and mixers operational?
n
n
■
n
Are the diffusers operational?
■
Cl
n
n
Is the foam the proper color for the treatment process?
■
n
n
n
Does the foam cover less than 25% of the basin's surface?
■
n
n
n
Is the DO level acceptable?
■
n
n
n
Is the DO level acceptable?(1.0 to 3.0 mg/1)
■
n
n
n
Page # 4

Permit: NCO062553 Owner - Facility: Wade Hampton Golf Club WWTP
Inspection Date: 07/29/2009 Inspection Type: Compliance Evaluation
Aeration Basins
Comment: There were strong odors emitting from the VWVTP, probably from old
sludge that had accumulated during operations from the previous contractor. During the
first of May, ASB settleability results were in excess of 98%. Numerous loads of excess
solids have been removed from the plant in an effort to optimize operations and restore
normal pH levels in the ASB. Soda ash was added to raise the pH from — 4 (in May) to
6.8 (now). The settleable solids currently run — 600 ml/I (60%). The blowers are
operated 3 hours on and 1 hour off, to maintain sufficient DO levels.
Secondary Clarifier
Is the clarifier free of black and odorous wastewater?
Is the site free of excessive buildup of solids in center well of circular clarifier?
Are weirs level?
Is the site free of weir blockage?
Is the site free of evidence of short-circuiting?
Is scum removal adequate?
Is the site free of excessive floating sludge?
Is the drive unit operational?
Is the return rate acceptable (low turbulence)?
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately'/< of the sidewall depth)
Comment: See comments (above) regarding odor.
Disinfection -Tablet
Are tablet chlorinators operational?
Are the tablets the proper size and type?
Number of tubes in use?
Is the level of chlorine residual acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de -chlorination?
Comment:
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
Yes No NA NE
n■nn
■nnn
■nnn
■nnn
■nnn
■nnn
■nnn
■ n n n
■ n n n
■nnn
■nnn
Yes
No
NA
NE
■nnn
■nnn
1
■
n
n
n
■nnn
■nnn
Yes
No
NA
NE
Tablet
nn.■n
nn■n
Page # 5

Permit: NCO062553 Owner - Facility: Wade Hampton Golf Club WWfP
Inspection Date: 07/29/2009 Inspection Type: Compliance Evaluation
De -chlorination
Yes
No
NA
NE
# Is de -chlorination substance stored away from chlorine containers?
■
0
0
Comment:
Are the tablets the proper size and type?
■
fl
Cl
n
Are tablet de -chlorinators operational?
■
n
n
n
Number of tubes in use?
4
Comment:
Effluent Pipe
Yes
No
NA
NE
Is right of way to the outfall properly maintained?
■
n
n
n
Are the receiving water free of foam other than trace amounts and other debris?
■
p
n
n
If effluent (diffuser pipes are required) are they operating properly?
n
n
■
O
Comment:
Operations & Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
■
n
n
n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
n
n
n
Judge, and other that are applicable?
Comment: The operator does an excellent job of monitoring the process, operations &
maintenance, as well as, documenting daily events.
Page # 6

IL
North Carolina Department RUM r... ' 1, E C c ��,�..
p of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
SURFACE WATER PROTECTION SECTION
July 17, 2009
Mr. Bud Smith
Wade Hampton Property Owners Association
NC Hwy 107 S
Cashiers, NC 28717 Subject: NOTICE OF VIOLATION
NOV-2009-LV-0318
Permit No. NCO062553
Wade Hampton Golf Club WWTP
Dear Mr. Smith: Jackson County
A review of Wade Hampton Golf Club WWTP's monitoring report for April 2009 showed
the following violation:
Parameter
Date
Limit Value
Reported Value
Limit Type
Total Suspended Solids
04/01/09
45 mg/I
64 mg/I
Daily Maximum
Exceeded
Remedial actions, if not already implemented, should be taken to correct any problem.
Since the comments section on the DMR required an explanation for the subject violation, it is
not requested that another response be submitted, unless an explanation was not provided or
should you have additional information concerning the violation(s). Please submit them to the
attention of Wanda Frazier.
The Division of Water Quality may pursue enforcement actions for this and any
additional violations. If the violations are of a continuing nature, not related to operation and/or
maintenance problems, and you anticipate remedial construction activities, then you may wish
to consider applying for a Special Order by Consent. You may contact Keith Haynes of this
office for additional information.
If you should have any questions, please do not hesitate to contact Wanda Frazier or me
at 828-296-4500.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
cc; YVQ Central Files
� A`R°O"Files, r1orthCarolina
vVatura!!jl
North Carolina Division of Water Quality 2090 U.S. Highway 70; Swannanoa, N.C. 28778 Phone [phone]
Customer Service 1-877-623-6748 Internet: www.ncwaterguality.org FAX [phone]

RCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary.
i•
May 29, 2009
CERTIFIED MAIL: 7007 1490 0004 5537 9711
RETURN RECEIPT REQUESTED
Mr. Bud Smith
Wade Hampton Property Owners Association
NC Hwy 107 S
Cashiers, North Carolina 28717
Subject: NOTICE OF VIOLATION
Effluent Toxicity Testing
NPDES Permit No. NCO062553
Wade Hampton Golf Club WWTP
Jackson County
Dear Mr. Smith:
JD��C��IE
J U N 3 2009
WATER QUALITY SECTION
ASHEVILLE �EGIONP,L OFFICE
This is to inform you that a review of your toxicity self -monitoring report form for the month of March 2009 indicates a violation of the
toxicity limitation specified in your NPDES Permit.
You should take whatever remedial actions are necessary to eliminate the conditions causing the effluent toxicity violation(s). Your efforts
may include conducting a Toxicity Reduction Evaluation (TRE), a site -specific study designed to identify the causative agents of effluent toxicity,
isolate the sources of toxicity, evaluate the effectiveness of toxicity control options, and confirm reductions in effluent toxicity. Please be aware that
North Carolina General Statutes provide for assessment of civil penalties for violations of NPDES permit limitations and requirements.
The reverse side of this Notice contains important information concerning your Whole Effluent Toxicity Monitoring and Reporting
Requirements. Please note appropriate mailing addresses for submitting your Discharge Monitoring Reports (DMRs) and Aquatic Toxicity (AT)
Test Forms. We encourage you to review this information; if it would be helpful to discuss this situation or possible solutions to resolve effluent
toxicity noncompliance, please contact Mr. John Giorgino with this office at [phone].
S' erely, I�
Cindy A. Moore
Supervisor, Aquatic Toxicology Unit
cc: Roger Edwards/Asheville Regional Office
cJ.eff-Nenzel'/Asheville Regional Office
Aquatic Toxicology Unit
�Cenfi]es�
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699-1621
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone] Customer Service:1-877-623-6748
Internet: hftp://h2o.enr,state.nc.uslesb/
Nne
orthCarohna
NaturallJ
An Equal Opportunity 1 Affirmative Action Employer

WHOLE EFFLUENT TOXICITY MONITORING AND REPORTING INFORMATION
➢ The following items are provided in an effort to assist you with identifying critical and sometimes overlooked toxicity testing and reporting
information. Please take time to review this information. The items below do not address or include all the toxicity testing and reporting
requirements contained in your NPDES permit. If you should have any questions about your toxicity testing requirement, please contact Mr.
John Giorgino with the Aquatic Toxicology Unit at [phone] or another Unit representative at the same number.
➢ The permittee is responsible for ensuring that toxicity testing is conducted according to the permit requirement and that toxicity report forms are
.appropriately filed.
➢ The reporting of whole effluent toxicity testing data is a dual requirement. All toxicity test results must be entered (with the appropriate
parameter code) on your monthly Discharge Monitoring Report which is submitted to:
North Carolina Division of Water Quality
Central Files
1617 Mail Service Center
Raleigh, NC 27699-1617
IN ADDITION
Toxicity test data (original "AT" form) must be submitted to the following address:
North Carolina Division of Water Quality
Environmental Sciences Section
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
➢ Toxicity test results shall be tiled with the Environmental Sciences Section no later than 30 days after the end of the reporting period
(eg, January test result is due by the end of February).
➢ Toxicity test condition language contained in your NPDES permit may require use of multiple concentration toxicity testing upon failure of any
single quarterly toxicity test. If the initial pass/fail test fails or if the chronic value is lower than the permit limit, then at least two multiple
concentration toxicity tests (one per month) will be conducted over the following two months. As many analyses as can be completed will be
accepted. If•your NPDES permit does not require use of multiple concentration toxicity testing upon failure of any single quarterly test, you
may choose to conduct either single concentration toxicity testing or multiple concentration toxicity testing per the Division's WET enforcement
initiatives effective July 1, 1999. Follow-up multiple concentration toxicity testing will influence the Division's enforcement response.
➢ Toxicity testing months are specified by the NPDES Permit, except for NPDES Permits which contain episodic toxicity monitoring
requirements (eg, if the testing months specified in your NPDES permit are March, June, September, and December, then toxicity testing must
be conducted during these months).
➢ If your NPDES Permit specifies episodic monitoring and your facility does not have a discharge from January 1-June 30, then you must provide
written notification to the Environmental Sciences Section by June 30 that a discharge did not occur during the first six months of the calendar
year.
➢ If you receive notification from your contract laboratory that a test was invalidated, you should immediately notify the Environmental Sciences
Section at [phone] and provide written documentation indicating why the test was invalidated and the date when follow-up testing will
occur.
➢ If your facility is required to conduct toxicity testing during a month in which no discharge occurs, you should complete the information block
located at the top of the AT form indicating the facility name, permit number, pipe number, county and the month/year of the subject report.
You should also write "No Flow" on the AT form, sign the form and submit following normal procedures.
➢ The Aquatic Toxicity Test forms shall be signed by the facility's Operator in Responsible Charge (ORC) except for facilitie"s'whi'ch'have not
received a facility classification. In these cases, a duly authorized facility representative must sign the AT form. The AT form must also be
signed by the performing lab supervisor. `
➢ To determine if your AT test forms were received on time by the Division of Water Quality, You may consider submitting your toxicity test
results certified mail, return receipt requested to the Environmental Sciences Section.
Environmental Sciences Section
1621 Mail Service Center, Raleigh, North Carolina 27699-1621
Location: 4401 Reedy Creek Road, Raleigh, North Carolina 27607
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: http:/ih2o.enr.state.nc.us/esbi
NorthCarolina
An Equal Opportunity 1 Affirmative Action Employer

�OF W A TF�yp
O G
>
� Y .
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
: LLf Coleen.H. Sullins, Director..
Division of Water Quality
November 19, 2008
CERTIFIED MAIL 7007 0710 0000 5376 7716
RETURN RECEIPT REQUESTED
Mr. Howard F. Smith
Wade Hampton Property Owner's Association
P.O. Box 32286
DECK �v
E D
NOV 21 2008
WATER QUALITY SECTION,
ASHEVILLE REGIONAL OFFICE
Cashiers, NC 28717
Subject: NOTICE OF VIOLATION - NOV- 2008- LR- 0078 .
Wade Hampton.Golf Club WWTP — NCO062553
Jackson County
Dear Mr. Smith:
This is to inform you that the Division of Water Quality has not received' your monthly monitoring report for
July 2008 after the required reporting date. This is in violation of Part II„ Condition D(2) of the NPDES permit, as
well as 15A NCAC 2B .506(a), which requires. the submittal of Discharge Monitoring -Reports (DMR) no later than
the thirtieth (30th) day following the reporting period.. Failure to submit reports as required will subject the
violator to the assessment of a civil penalty of up to $25,000 per violation. You, will be considered
noncompliant with the self -monitoring requirements of your NPDES permit until the report has been submitted.
Please submit the July 2008 DMR report within 15 days of receipt of this notice if you have not yet
submitted it. To prevent further action, please submit future monthly reports within the above -mentioned
timeframe to avoid further -enforcement actions. You are also requi-red to notify the Division each time
mailing or phone numbers are changed which relate to your NPDES`permit.
The Division -must take these steps because timely submittal of discharge monitoring reports is essential
to the efficient operation of our water quality programs. We appreciate your assistance in this matter. If you have
any questions about this letter or Discharge Monitoring Reports, please contact me at 919-807-6387.
Sincerely,
Bob Guerra
Western Region NPDES Unit
cc: AR 0 -Surface Water Protection Supervisor::
n orcement_fi e
,Central Files'
NOne hCarolina
Naturally
North Carolina Division of Water -Quality 1617 Mail Service Center Raleigh, NC 27699-16.17 Phone [phone] Customer Service
Internet: www.ncwateEguality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer —50% Recycled/10% Post Consumer Paper

W
ENVIRONMENTAL
P.O. Box 954 (5690 Old Cullowhee. Road), C 6 llowhee, North :Carolina, 28723
'Phone: [phone], Fax: [phone]
E-mail: environmentahnc0a6l.com
August 1, 2008
Attn.: System Performance Annual Report
North Carolina Division of Water.Qual
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: ; Annual Report
NPDES # NCO062553
Wade Hampton
Jackson County
DENR a WATER (QUALITY
POINT SOURCE BRANCH
The attached, document is pursuant to House Bill 1160, the Clean Water Act of 1999,
which was signed into law by the Governor on July 21, 1999. The legislation is intended
to instill public oversight by requiring spill notification and annual reporting by all entities
owning or operating wastewater treatment facilities in the state of North Carolina.
Concerned persons may obtain more detailed in
referenced facility by contacting me at (828) 29
Siinncerely,
Mark Teague
Operator in Responsible Charge
Encl.: Annual Report
CC: Bud Smith
ation concerning the above
9.6 or Bud Smith at [phone].
�,.-+,:,r1:,?%� ✓ie(ir�.gr.;vr;_ .'��xK,?�tx..� if L,'^.n :. rt�:x:: _ :.�...�t
EE4O
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFICE
1 Y

PERFORMANCE ANNUAL ..PORT
L.�
II.
General Information
Facility and System Name:
Owner:
Operator:
ORC:
Wade Hampton Golf Club
NC HWY 107
Jackson County
Permit: NCO062553
Wade Hampton
.P.O. Box 2286
Cashiers, NC 28717
Environmental, Inc.
Mark Teague
P.O. Box 954
Cullowhee, NC 28723
Description of Collection System or Treatment Process:
Raw sewage generated by Wade Hampton is collected in lift station basins and transported via
grinder pumps to a 125,000 GPD wastewater treatment facility. The facility includes an
aeration basin, clarifier, digester, and a chlorine contact basin and a dechlorination basin. The
facility is currently permitted to discharge 125,000 GPD.
PERFORMANCE
Summary of System Performance 3uly 1, 2007 to 3une 30, 2008
Analytical results indicate that no permitted monthly limits were exceeded during the reporting
period. In addition, no bypasses or overflows occurred.
III. 'NOTIFICATION
A copy of this report is available by contacting:
Wade Hampton Property Owners Association
P.O. Box 2286
Cashiers, NC 28717
IV.. CERTIFICATION
I certify under penalty of law that this report is complete and accurate to the best of my
knowledge. I further certify this report has been made available to users or customers of Wade
Hampton Property Owners Association.
Mark Teague
Operator in Responsible Charge
Environmental, Inc. 8J1J08

F
�1
r d / 3��
LIAR 12 2008
WATER QUALITY SECTION
ASHEVILLE REG TONAL OFFICE
PO Box 954, Cullowhee, NC 28723
828-293-9396, fax [phone]
March 5,. 2008
- North Carolina -Division of V1,'ater Quality—
Attn: Roger Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
2090 US Highway 70
Swannanoa, NC 28778
Subject:
Notice 'of -,Violation,
NOW 2008-MV-0019 _
Per"mit: No-aNC0062553 ,
Wade�'Hamptonw0olf;'Club WWTP
Jackson County
Mr. Edwards:
Please see the amended report for Wade Hampton Homeowners Association WWTP;
October 2007. The Fecal Coliform result for October 30, 2007; was inadvertently
omitted from the report. Please see the corrected report, and please note that compliant
status is correct.
-If you should -have -any -questions, please -do not hesitate to contact me.
Sincerely,
ark Teag 0'_A_'_
Operator in Responsible Charge
cc:
�WQ=SVVRAsheville Files
WQ-SWP.Central Files
Bob Guerra�-Enforcement Files
Mr.,Bud Smith; Wade Hampton Homeowners Association, Inc.
0

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Cazc >epartment of Environment and Natural Resources
CO 7
r Coleen H. Sullins, Director
C01 II) Y Division of Water Quality
0 Asheville Regional Office
SURFACE WATER PROTECTION SECTION
February 26, 2008
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7006 3460 0002 7064 1540
Mr. Bud Smith
Wade Hampton Property Owners Association
P. O. Box 2286
Cashiers, North Carolina 28717
Subject: NOTICE OF VIOLATION
NOV-2008-MV-0019
Permit No. NCO062553
Wade Hampton Golf Club WWTP
Dear Mr. Smith: Jackson County
A review of Wade Hampton Golf Club WWTP's monitoring report for November 2007 showed the following
violations:
Parameter
Date
-
Measuring
Frequency,
Violation
Fecal Coliform
11/03/07
Weekly
Failure to Monitor
It was also noted that the Compliance box on the back of the DMR was marked "Compliant" when in fact it
should have been marked "Non -Compliant" with an explanation of the reason for the non-compliance.
To prevent further action, carefully review these violations and deficiencies and respond in writing to this office
within 10 workinq days of receipt of this letter. You should address the'causes of non-compliance and all actions
taken to prevent the recurrence of similar situations.
The Division of Water Quality may pursue enforcement actions for this and any additional violations of State law.
If you should have any questions, please do not hesitate to contact Janet Cantwell or me at 828/296-4500.
Sincerely,
Roger C. Edwards, Regional Supervisor
Surface Water Protection Section
Asheville Regional Office
cc:.' .� �1NQ-SWP Asheville�F-files
1 WQ-SWP Central Files
Bob Guerra/ SWP Enforcement Files
Environmental Inc/ ORC
G:\WPDATA\DEMWQ\Jackson\62553 Wade Hampton Golf Club\NOV-2008-MV-0019.62553.doc NoithCarolina
Alahindy
orth Carolina Division of Water Quality 2090 U.S. Highway 70 Swannanoa, N.C. 28778 Phone[phone] Customer Service
nternet: www.ncwaterguality.org FAX [phone]

pt�
1
�OF NNqf
O G
O ^C
Mr. Howard F. Smith
Wade Hampton Property Owner's Association
P.O. Box 2$6— Q A
Cashiers, North Carolina 28717
Dear Mr. Smith:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
September 10, 2007
Subject: Issuance of NPDES Permit
Permit NCO062553 '
Wade Hampton WWTP
Jackson County
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).
This final permit includes no significant change from Wade Hampton current permit.
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 Agyeman Adu-Poku at telephone
number'[phone], extension 508.
�r
cc: Central Files
NPDES File
�Region • ff c / Surfac?Water Protectle"
Aquatic Toxicology Unit
Sincerely,
il
Cti .'I
oleen HSia CD �
1. SEP 1 9 2007
iI
WATER QUALITY SECTION
ASHEVILLE REGIONAL OFFIC
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone]
Internet: www.ncwaterqualitv.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax (919j 733-2496
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paoer
Customer Service
1-877-623-6748

d
Permit NCO062553
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards
and regulations promulgated and adopted by. the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the .
Wade Hampton Property Owners Association
is hereby authorized to discharge wastewater from a facility located. at the
Wade Hampton Golf Club
NC Highway 107
Southeast of Cashiers
Jackson County
to receiving waters designated as an unnamed tributary to Silver Run Creek in the Savannah 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 October 1, 2007.
This permit and authorization to discharge shall expire at midnight on August 31, 2012
Signed this day September 10, 2007.
Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0062553
SUPPLEMENT TO PERMIT COVER SHEET
All previous NPDES Permits'issued to this facility, whether for operation or discharge are hereby
revoked. As of this permit 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 Wade Hampton Property Owners Association is hereby authorized to:
L. Continue to operate an existing 0.125 MGD wastewater treatment system with the following
components:
♦ Digestor
♦ Aeration
♦ Clarifier
♦ Chlorine contact chamber
♦ Flow recorder
The facility is located southeast of Cashiers at Wade Hampton Golf Club on NC Highway 107 in
Jackson County. _
2. Discharge from said treatment works at the location specified on the attached map into an unnamed
tributary to Silver Run Creek, classified C-Trout waters in the Savannah River Basin.

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Permit NCO062553
A. (2). CHRONIC TOXICITY PERMIT LIMIT (QRTRLY) .
The effluent discharge shall at no time exhibit observable inhibition ` of reproduction or significant mortality. to
Ceriodaphnia dubia at an effluent concentration of 34.0%.
The permit holder shall perform at a minimum, quarterly-monitoring'using test procedures outlined in -the "North Carolina
Ceriodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998, or subsequent versions or "North Carolina
Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will
be performed during the months of March, June. September and December. Effluent sampling for this testing shall be
performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit
limit, then multiple -concentration testing shall be performed at a minimum, in each of the two following months.as
described in "North Carolina Phase H Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998)
or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration
having no detectable impairment of reproduction or survival and the lowest concentration that does- have a detectable
impairment of reproduction or survival. The definition. of "detectable impairment," collection methods, exposure regimes,
and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test
Procedure" (Revised -February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the. Effluent Discharge Monitoring
Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and '
T1HP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address:
Attention: Environmental Sciences Section
North Carolina Division of Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days after
the end of the reporting period -for which the report is made:
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response
data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the
effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream. -
Should there be no discharge'of flow from the facility during a month in which toxicity monitoring is required, the
permittee will complete the information located at the top of the aquatic toxicity (AT) test form indicating the
facility name,- permit number, pipe number, county, and the ,month/year of the report with the notation of "No
Flow" in the comment area of the form. The report shall be submitted to the Environmental Sciences Branch at the
address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,' monitoring will be
required during the following month. Should any test data from this monitoring requirement or tests performed by
the North Carolina Division of Water Quality indicate potential impacts to the receiving stream, this.permit may be
-re-opened and modified to. include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival,
minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will
require immediate follow-up testing to be completed no later than the last day of the month following the month of the
initial monitoring.

Permit NC0062553
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!
f-EFFLUE
1 rdE'JN 7 1"-
T
10ST O G�
:W,
. . . . . . . . . . . I"
�N�;-R Rt
.
-
Flow
0.1.25 MGD
Continuous
Recording
IorE
BOD, 5-day (20°C)
30.0mg/L
45.0 mg/L
Weekly
Composite
E
Total Suspended Solids
30.0 n91L
45.0 mgfL
Weekly.
Composite
E
NH3 as N
2/Month
Composite
E
Dissolved Oxygen
Weekly
Grab
E, U
& D
Fecal Coliform
200/100 ml
4001100 ml
Weekly
Grab
E
(geometric mean)
Total Residual Chlorine
q
28 ug/L,
2/Week
Grab
E
Temperature (C)
Weekly
Grab,
U & D
Temperature (C)
Daily
Grab
E.
Total Nitrogen
Semi -Annually
Composite
E
(NO2+NO3+TKN)
Total Phosphorus
Seini-Annually
Composite
'E
Chronic Toxicit/
Quarterly
Composite
E
PN3
Weekly
Grab
E
Footnotes:
1. 1 = Influent, E = Effluent, Upstream and D = Downstream.- Ups tream = at Highway 107;
'Downstream = at Highway 107
2. Chronic Toxicity (Ceriodaphnia) P/F at 34%, March, June September, December; See A. (2.).
3. 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

NPDES Permit Standard Conditions
Page 1 of 16
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
Section A. `Definitions
2/Month
Samples are collected twice per month with at least ten calendar days between sampling events.-
3 Week
Samples are collected three times per week on three separate calendar days.
Act or "the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended, 33 USC 1251, et.. seq.
Annual Aver
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar year. In -the case of fecal
coliform, the geometric mean of such discharges.
Arithmetic Mean
The summation of the individual values divided by the number of individual values.
Bass
The known diversion of waste streams from any portion of a treatment facility including the collection system, which
is not a designed or established or operating mode for the facility.
Calendar Day
The period from midnight of one day until midnight of the next day. However, for purposes of this permit, any
consecutive 24-hour period that reasonably represents the calendar day may be used for sampling.
Calendar Ouarter
One of the 'following distinct periods: January through March, April through June, July through September, and
October through December.
ComgositeSa le
A sample collected over a 24-hour period by continuous sampling or combining grab samples of at least 100 ml in
such a manner as to result in a total sample representative of the wastewater discharge during the sample period The
Director may designate the most appropriate method (specific number and size of aliquots necessary, the time
interval between grab samples, etc) on, a case -by -case basis. Samples may be collected manually or automatically.
Composite samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
(2) Constant time/variable volume; a series of grab samples collected at equal time intervals over a 24 hour
'period of discharge and combined proportional to the rate of flow measured at the time of individual sample
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24 hour period
with the time intervals) between samples determined by a preset number of gallons passing the sampling
point. Flow measurement between sample intervals shall be 'determined by use of a flow recorder and
totalizer, and the preset gallon interval between sample collection fixed at no greater than 1/24 of the
expected total daily flow. at the treatment system, or
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at
a constant time interval. This method may only be used in situations where effluent flow rates vary
less than 15 percent. The grab samples shall be taken at intervals of no greater than 20 minutes apart
during any 24-hour period and must be of equal size and of no less than 100 milliliters. Use of this method
requires prior approval by the Director.
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In accordance with (4) above, influent grab samples shall not be collected more than once per hour.
Effluent grab samples shall not be collected more than once per hour except at wastewater treatment systems
having a detention time of greater than 24 hours. In such cases, effluent grab samples may be collected at
intervals evenly spaced over the 24-hour period that are equal in number of hours to the detention time of the
system in number of days. However, the -interval between effluent grab samples may not exceed six hours nor
the number of samples less than four during a 24-hour sampling period
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent times when there may be no flow or for infrequent maintenance
activities on the flow device.
Daily Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the,
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. The "daily discharge" concentration comprises the mean
concentration for a 24-hour sampling period as either a composite sample concentration or the arithmetic mean of all
grab samples collected during that period. (40 CFR 122.2)
Daily Maximum
The highest "daily discharge" for conventional and other non-to=cant parameters. NOTE: Permittees may not
submit a "daily average" calculation [for determining compliance with permit limits] for toxicants. See the relevant
Federal effluent guideline[s] for the appropriate calculation interval
Daily Sampling
Parameters requiting daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. The Division expects that sampling shall be conducted on weekdays except where holidays or other
disruptions of normal operations prevent weekday sampling. If sampling is required for all seven days of the week
for any permit parameter(s), that requirement will be so noted on the Effluent Limitations and Monitoring Page(s).
DWO or "the Division".
The Division of Water Quality, Department of Environment and Natural Resources.
EMC
The North Carolina Environmental Management Commission.
Facility Closure
The cessation of wastewater treatment at a permitted facility, or the cessation of all activities that require coverage
under the NPDES. Completion of facility closure will allow this permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0.1 (or "< [detection level]' shall be considered = L
Grab Sample
Individual samples of at least 100 ml collected over a period of time not exceeding,15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge (or the receiving stream, for instream
samples).
Hazardous Substance
Any substance designated under 40 CFR Part 116 pursuant to Section 311 of the Clean Water Act
Instantaneous flow measurement
A measure of flow taken at the time of sampling, when both the sample and flow will be representative of the total
discharge.
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Monthly Average (concentration limitl
The arithmetic mean of all "daily discharges" of a pollutant measured during the calendar month. In the case of fecal
coliform, the geometric mean of such discharges.
Permit Issuing Authority
The Director of the Division of Water Quality.
Quarterly Averagee (concentration limit)
The average of all samples taken over a. calendar quarter. -
Severe property damage
Substmtial physical damage to property, damage to the treatment facilities which causes them to become inoperable,
or substantial and permanent loss of natural resources which can reasonably be expected to occur in the absence of a
bypass. Severe property damage excludes economic loss caused by delays in production.
Toxic Pollutant:
Any pollutant listed as toxic under Section 307(a) (I) of the Clean Water Act
upset
An incident beyond the reasonable control of the Petmittee causing unintentional and temporary noncompliance with
permit effluent limitations and/or monitoring requirements. An upset does not include noncompliance caused by
operational error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive
maintenance, or careless or improper operation.
Weekly Average (concentration Haut)
The arithmetic mean .of all "daily discharges" of a pollutant measured duting,the calendar week In the case of fecal
coliform, the geometric mean of such discharges.
Section B. General Conditions
L Duty to Comply
The Pennittee must comply with all conditions of this permit Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial- of a permit renewal application [40 CFR 122.41].
a. The Permittee shall comply with effluent standards or prohibitions established under section 307(a) of the -
Clean Water Act for toxic pollutants and with standards for sewage sludge.use or disposal established under
section 405(d) of the Clean Water Act within the time provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement
b. The Clean Water Act provides that any person who violates section 301, 302, 306, 307, 308, 318 or 405 of the
Act, or any permit condition or limitation implementing any such sections in a permit issued under section
402, or any requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8)
of the Act, is subject to a civil penalty not to exceed $25,000 per day for each violation. [40 CFR 122.41 (a)
(2)]
c. The Clean Water Act provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or
405 of the Act, or any condition or limitation implementing any of such sections in a permit issued under
section 402 of the Act, or any requirement -imposed in a pretreatment program approved under section
402(a)(3) or 402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
imprisonment of not more than 1 year, or both. In the case of a second or subsequent conviction for a
negligent violation, a, person 'shall{ be subject to criminal penalties of not more than $50,000 per day of
violation, or by imprisonment of not more than 2 years, or both. [40 CPR 122.41 (a) (2)]
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d. Any person who knowingly violates such sections, or such conditions or limitations is subject to criminal
penalties of $5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. In
the case of a second or subsequent conviction for a knowing violation, a person shall be subject to criminal
penalties of not more than $100,000 per day of violation, or imprisonment of not more than 6years, or both.
[40 CFR 122.41 (a) (2)]
e. Any person who knowingly violates section 301, 302, 303, 306, 307, 308, 318 or 405 of the Act, or any permit
condition or limitation implementing any of such sections in a permit issued under section 402 of the Act,.
and who knows at that time that he thereby places another person in imminent danger of death or serious
bodily injury, shall, upon conviction, be subject to a fine of not more than $250,000 or imprisonment of not
more than 15 years, or both. In the case of a second or subsequent conviction for a knowing endangerment
violation, a person shall be subject to a fine of not more than $500,000 or by imprisonment of not more than
30 years, or both. An organization, as defined in section 309(c)(3)(B)(1ii) of the CWA, shall, upon conviction
of violating the i*n*n++nent danger provision, be subject to a fine*of not more than $1,000,000'and can be fined
up to $2,000,000 for second or subsequent convictions. [40 CFR 122.41 (a) (2)]
f. Under state law, a civil penalty of not more than $25,000 per violation may be assessed against any person
who violates or fails to act in accordance with the terns, conditions, or requirements of a permit. [North
Carolina General Statutes § 143-215.6A] r
g. Any person may be assessed an "administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318 or 405 of this Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of this Act Administrative penalties for Class I violations are
not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$25,000. Penalties for Class II violations are not to exceed $10,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $125,000. [40 CFR
122.41 (a) (3)]
2. Duty to Mitigate
The Permittee shall take all reasonable steps to minimi C! or prevent any discharge or sludge use or disposal in
violation of this permit which has a reasonable likelihood of adversely affecting human health or the environment
[40 CFR 122.41 (d)].
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II. C. 4), "Upsets" (Part. II. C. 5) and 'power
Failures" (Part M C. 7), nothing in this permit shall be construed to relieve the Permittee from any
responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS 143-215.3,143-215.6 or Section 309
of the Federal .Act, 33 USC 1319. Furthermore, the Permittee is responsible for consequential damages, such as
fish kills,'even though- the responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the Permittee
from any responsibilities, liabilities, or penalties to which the Permittee is or may be subject to under NCGS 143-
25.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. , Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, not
any infringement of Federal, State or local laws or regulations [40 CFR 122.41 (�].
6. Onshore or Offshore Construction
This permit does not authorize or approve the ,construction of any onshore or offshore physical structures or
facilities or the undertaking- of any work in any navigable waters.
7. Severabilitt' .
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The provisions of this permit are severable. If any provision of this permit, or the application of any provision of
this permit to any circumstances, is held invalid, the application of such provision to other circumstances, and the
remainder of this permit, shall not be affected thereby,[NCGS 150B-23].
8. Duty to. Provide Information
The Permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit The Permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required by this permit [40 CFR 122.41 (h)].
9. Duty to Reap�l�
If the Permittee wishes to continue an activity regulated by this permit after the expiration date of this permit, the
Permittee must apply for and obtain a new permit [40 CFR 122.41 (b)].
10, Expiration of Permit
The Permittee is not authorized to discharge after the expiration date. In order to receive automatic
authorization to discharge beyond the expiration date, the Permittee shall submit such information, forms; and
fees -as are required by the agency authorized to issue,permits no later than 180 days prior to the expiration date.
Any Permittee that has not requested renewal at least 180 days prior to expiration, or any Permittee that does not
have a permit after the expiration and has not requested renewal at least 180 days prior to ;expiration, will subject
the Permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et seq.
11. Sienatory Requirements
All applications, reports, or information submitted to the Permit Issuing Authority shall be signed and certified
[40 CFR 122.41 (k)].
a. All permit applications shall be signed as follows: ' -
(i) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing, production, or
operating facilities, provided, the manager is authorized to make management decisions which govern the
operation of the regulated facility including having the explicit or implicit duty of making major capital
investment recommendations, and initiating and directing other comprehensive measures to assure long
term environmental compliance with environmental laws and regulations; the manager can ensure that
the necessary systems are established or actions taken to'gather complete and accurate information for
permit application requirements; and where authority to sign documents has been assigned or delegated
to the manager in accordance with corporate procedures .
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency. by either a principal executive officer or
ranking elected official [40-CFR 122.22].
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described in paragraph a.,above or by a dulyauthorized representative of that person. A
person is a duly authorized representative only if-
1. The authorization is made in writing by a person described above;
Z The authorization specified either an individual or "a position having responsibility for the overall
operation of the regulated facility, or activity, such as the position of plant manager, operator of a well or
well field, superintendent; a position of equivalent responsibility,. or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.); and
3. The written authorization is submitted to the Permit Issuing Authority [40 CFR 122.22]
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C. Changes to authorization: If an authorization under paragraph (b) of this section is no longer accurate
because a different individual or position has responsibility for the overall operation of the facility, a new
authorization satisfying the requirements of paragraph (b) of this section must be submitted to the Director
prior to or together with any reports, information, or applications to be signed by an authorized
representative [40 CPR 122.22]
d. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification (40 CFR 122.22]:
01 certify,` under penalty of law,- that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am -aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations.'
12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
Permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition [40 CFR 122.41 (f)].
13. Permit Modification_ Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al.
14. Annual Administering and Compliance Monitoring Fee Requirements
The Permittee must pay the annual administering and compliance monitoring fee within thirty days after being
billed by the Division: Failure to pay the fee in a timely manner in accordance with 15A NCAC 2HA105 (b) (2)
may cause this Division to initiate action to revoke the permit
Section C. Operation and Maintenance of Pollution Controls
1. Certified Operator -
Upon classification of the permitted facility by the Certification Commission, the Permittee shall employ a
certified water pollution control treatment system operator in responsible charge (ORC) of the water pollution
control treatment system. Such operator must hold a,certification of the grade equivalent to or greater than the
classification assigned -to the water pollution control treatment system by the Certification Commission. The
Permittee must also employ one or more certified Back-up ORCs who possess a currently valid certificate of the
type of the system. Back-up ORCs must possess a grade equal to (or no more than one grade less than) the grade
of the system [15A NCAC 8G.0201].
The ORC of each Class I facility must:
➢ Visit the facility at least weekly
➢ Comply with all other conditions of 15A NCAC 8G.0204.
The ORC of each Class II, III and IV facility must:
➢ Visit the facility at least five days per week, excluding holidays
➢ Properly manage and document daily operation 'and maintenance of the facility
➢ Comply with all other conditions of 15A NCAC 8G.0204.
Once the facility is classified, the Permittee shall submit a letter to the Certification Commission designating the
operator in responsible charge:
a. Within 60 calendar days prior to wastewater being introduced into a new system
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b. Within 120 calendar days of:
➢ 'Receiving notification. of a change in the classification of the system requiring the- designation of a
new ORC and -back-up ORC
➢ . A vacancy in the position of ORC or back-up ORC.
2.. Proper Operation and Maintenance
The Permittee shall at all times provide the operation and maintenance resources necessary to operate the existing
facilities at optimum efficiency. The Permittee shall at all times properly operate and maintain all facilities and
-systems of treatment and control (and related: appurtenances) which are installed or, used by the Permittee to
achieve compliance with the conditions of this permit. Proper operation and maintenance also includes adequate
laboratory controls and appropriate ,quality assurance procedures. This provision requires the Permittee to install
and operate backup or auxiliary facilities only when necessary to achieve compliance with the conditions of the
permit '[40 CFR 122.41 (e)]• .
3. Need to Halt or Reduce not.a Defense .
It shall not be a defense for a Permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to- maintain compliance with the condition of this permit [40 CFR,, 122.41
4. ByPassmg of Treatment Facilities
a. Bypass not exceeding limitations [40 CFR 122.41 (m) (2)]
The Permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs b. and c of this section.
b. Notice [40 CFR 122.41 (m) (3)]
(I) Anticipated -bypass. If the Permittee'knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and effect of the bypass.
(2) Unanticipated bypass. The Permittee shall submit notice of an unanticipated bypass as required in Part
H. E. 6. (24-hour notice).
c: Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority, may .take enforcement
action against a Permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B)'.There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes. or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
z (C) The Permittee submitted -notices as required under Paragraph.b: of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against,a Pemuttee fora bypass as provided in any current or future system wide collection system
permit associated with the'treatment facility.
(3) The Permit Issuing Authority, may approve an anticipated bypass, after considering its -adverse effects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph c.
(1) of this section.
5: U sets
a. Effect of an upset [40 CFR 122.41 (n) ,(2)]: An upset constitutes an affirmative defense to an action,
brought for noncompliance with such technology based permit effluent limitations if the requirements of
paragraph b. of this condition are met. No determination made during administrative review of claims that
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noncompliance was caused by upset, and before an action for noncompliance, is final administrative action
subject to judicial review.
b. Conditions necessary for a demonstration of upset: A Permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the Permittee can identify the cause(s) of the upset;
(2) The Permittee facility was at the time being properly operated; and
(3) The Permittee submitted notice of the upset as required in Part 11. E. 6. (b) of this permit
(4) The Permittee complied with any remedial measures required under Part II. B. 2. of this permit
c. Burden of proof [40 CFR 122.41 (n) (4)]: The Permi'ttee seeking to establish the occurrence of an
upset has the burden of proof in any enforcement proceeding.
6. Removed Substances .
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-2151 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The Permittee
shall comply with all existing Federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503; any permit issued by the Permit Issuing Authority.for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, .to incorporate applicable requirements at 40 CFR 503. The
Permittee'shall comply with applicable 40 CFR 503 Standards for the Use and Disposal of Sewage Sludge (when
promulgated) within the time provided in the .regulation,.'even if the permit is not modified to incorporate the
requirement The Permittee shall notify the Permit Issuing Authority of any significant change in its sludge use
or disposal practices.
7. Power Failures
The Permittee is responsible for maintaining adequate safeguards (as required- by 15A NCAC 2H.0124 —
Reliability) to prevent the discharge of untreatedor inadequately treated wastes during electrical power failures
either by -means of alternate power sources, standby generators or retention of inadequately treated effluent
Section D. Monitories and Records
1. Regresentative Sampling ,
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than dairy shall be taken on a day and time that is
characteristic of the discharge over the entire period the sample represents. All samples shall be taken at the
monitoring points specified in this pemut and, unless otherwise specified, before the effluent joins or is diluted
by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority [40 CFR 122.41 (j)].
2. Reporting '
Monitoring results obtained during the previous month(s) shall .be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (MR L 4 2, 3) or alternative forms approved by the
Director, postmarked no later than the last calendar day of the month following the completed reporting period
The first DMR is due on'the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
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3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements is consistent
with the accepted capability of that type of device. Devices selected shall be capable of measuring flows with a
maximum deviation of less than 10% from the true discharge rates throughout the range of expected discharge
volumes. Flow measurement devices shall be accurately calibrated at a minimum of once per year and maintained
to ensure that the accuracy of the measurements is consistent with the accepted capability of that type of device.
The Director shall approve the flow measurement device and monitoring location prior to installation.
Once -through condenser cooling water flow monitored by pump logs, or pump hour meters as specified in Part I
of this permit and based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations (published pursuant to
NCGS 143-215.63 et seq.), the Water and Air Quality Reporting Acts, and to regulations published pursuant to
$ection .304(g), 33 USC 1314, of the Federal Water Pollution _Control Act (as Amended), and 40 CPR 136; or in
the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR 503, unless
other test procedures,have been specified in this permit [40 CFR 122.41].
To meet the intent•, of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the -permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then th6 most sensitive (method with the lowest possible detection and reporting -level) approved method must
be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction; be punished by
a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or
by both. If a conviction of a person is for a violation committed after a first conviction of such person under .this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both [40 CFR 122.41].
6. Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge
use and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40
CFR 503), the Permittee shall retain records of all monitoring information, including
➢ all calibration and maintenance records
➢ all original strip chart recordings for continuous monitoring instrumentation
➢ copies of all reports required by this permit
➢ copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the Permittee shall record
the following information [40 CFR 122.41]:.
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;.
c. . The date(s) analyses were performed;
d The individual(s) who performed the analyses;
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e. The analytical techniques or methods used; and
f. The results of such analyses. ,
8. Inspection and Entry
The Permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the Permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
Permit;
c Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. 'Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the Clean Water Act, any substances or parameters at any location [40 CFR 122.41 @].
Section E Reporting Requirements
L Change in Dischgp
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit.
2. Planned Changes
The Permittee shall give notice to the Director as soon as possible of any, planned physical alterations or
additions to the permitted facility [40 CFR 122.41 P. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for new sources at 40 CFR
122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged .This notification applies to pollutants subject neither to effluent limitations in the permit, nor to
notification requirements under 40 CFR 122.42 (a) (I).
c. The alteration or addition results in a significant change in the Penmittee's sludge use or disposal practices,
and such alteration, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The Permittee shall give advance notice to the Director of any planned changes to the permitted facility or other
activities that might result in noncompliance with the permit [40 CFR 122.41 (1) (2)].
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissuance of the permit to document the change of ownership. Any such action
may incorporate other requirements as may be necessary under the Clean Water Act [40 CFR 122.41 (I) (3)].
5. Monitoring_ Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit [40 CFR 122.41 (1) (4)].
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part H. D. 2) or forms
provided by the Director for reporting results of monitoring of sludge use or disposal practices.
b. If the Permittee monitors any pollutant more frequently than required. by -this- permit, the results of such
monitoring shall be included in the calculation and reporting of the data submitted on the DMR
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6. , Twenty-four Hour Reporting
a. The Permittee shall report to the Director or the appropriate Regional Office any noncompliance that
.potentially threatens public health or .the environment. Any information shall be provided orally within 24
hours from the time the Permittee became aware of the circumstances. A written submission shall also be
provided within 5 days of the time the Permittee becomes aware of the circumstances. The written
submission shall 'contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been- corrected, the anticipated time it is
expected to continue; and steps taken or planned to reduce, eliminate, and prevent reoccurrence of the
'noncompliance, [40 CFR 122.41 (1) (6)].
b. The Director may waive the written report on a case -by -case basis for reports under this section if the oral
report has been received within 24 hours.
c. 'Occurrences outside normal business hours may also be. reported to the Division's Emergency Response
personnel at [phone], [phone] or [phone].
7. Other Noncompliance
The Permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted The reports shall_ contain the information listed in Part H. E. 6. of
this permit [40 CFR 122.41 (1) (7)]-
8. Other Information
Where the Permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information [40 CFR 122.41- (1) (8)].
9. Noncompliance Notification
The Permittee shall, report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of.any of the following.
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or- characteristic, such as the dumping of the contents of a sludge
digester, the known passage. of a slug of hazardous substance through the' -facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidential. Knowingly making
any false statement on any such report may result in the imposition of 'criminal penalties as provided for in
NCGS 143-2151(b)(2) or in Section 309 of the Federal Act
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
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not more than $25,000 per violation, or by imprisonment for not more than two years per violation, or by both,
[40 CFR 122.41].
12. Annual Performance Reports
Permittees who own or operate facilities that collect or treat municipal or domestic waste shall provide an annual
report to the Permit Issuing Authority and to the users/customers served by the Permittee (NCGS 143-215.1C).
The report shall summarize the performance of the collection or treatment system, as well as the extent to which
the facility was compliant with
applicable Federal or State laws, regulations and rules pertaining to water quality.
The report shall be provided no later than sixty days after the end of the calendar or fiscal year, depending upon
which annual period is used for evaluation.. I -
PART III
OTHER REQUIREMENTS
Section A. Construction
The Permittee shall not commence construction of wastewater" treatment facilities, nor add to thePlant's treatment
capacity, not change the treatment processes) utilized at the treatment plant unless the Division has issued an
Authorization to Construct (AtC) permit. Issuance of an AiC will not occur until Final Plans and Specifications for
the proposed construction have been submitted by the Pertnittee and approved by the Division.
Section B. Groundwater Monitoring
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 122.42):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) One hundred micrograms per liter 000 µg/L);
(2) Two hundred micrograms per liter (200 pg/L) for acrolem and acrylonit rile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one -milligram per liter
(1 mg/L) for antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or
infrequent basis, of. a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels';
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter 0 mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application.
Section D. Evaluation of Wastewater Discharge Alternatives
The Permittee shall evaluate all wastewater disposal alternatives and pursue the most environmentally sound
alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with the terms
and conditions of the NPDES permit or governing rules, regulations. or laws, the Permittee shall submit a report in
such form and detail as required by the Division evaluating these alternatives and a plan of action within 60 days of
notification by the Division.
Section E. Facility Closure Requirements
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system
covered by this permit. The Division may, require specific measures during deactivation of the system to prevent
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adverse impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit
continue at the permitted facility.
PART IV
SPECIAL CONDITIONS FOR MUNICIPAL FACILITIES
Section A. Publicly Owned Treatment Works (POTWs)
All POTWs must provide adequate notice to the Director of the following.
1. Any new introduction of pollutants into the POTW from an indirect discharger which would be subject to
1 section 301 or 306of CWA if it were directly discharging those pollutants; and
2 Any substantial change in the volume or character of pollutants being introduced by an indirect discharger
as influent to that POTW at the time of issuance of the permit
3. 'For purposes of this paragraph, adequate notice shall include information on (1) the quality and quantity of
effluent introduced into the POTW, •and (2) any anticipated impact of the change on the quantity or quality
of effluent to be discharged from the POTW. .
Section B. Municipal Control of Pollutants from Industrial Users
1. Effluent limitations are listed in Part I of this permit Other- pollutants attributable to inputs from
industries using the municipal system may. be present in the Penmittee's discharge. At such time' as
sufficient information becomes available to establish limitations for such pollutants, this permit may be
revised to specify effluent limitations for any or all of such other .pollutants in accordance with best
practicable technology or water quality standards.
2. Under no circumstances shall the Permittee allow introduction of the following wastes in the waste
treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flashpoint of less than 140 degrees Fahrenheit or 60 degrees
Centigrade using the test methods specified in 40 CFR 261.21;
b. Pollutants which will cause corrosive structural damage to the POTW, but in no case Discharges
with pH lower than 5.0, unless the works is specifically designed to accommodate such Discharges;'
C. Solid or viscous pollutants in amounts which will cause obstruction to the flow in the POTW
resulting in Interference;
d: Any pollutant, including oxygen demanding pollutants (BOD, etc.) released in a Discharge at a flow
rate and/or pollutant concentration which will cause Interference with the POTW;
e. Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in
no case heat in such quantities that. the temperature at the POTW Treatment Plant exceeds 400C
(104°F) unless the Division, upon request of the POTW, approves alternate temperature limits;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in amounts that will
cause interference or pass through;
g Pollutants which result- in the presence of toxic -gases, vapors, .or fumes within the. POTW in a
quantity that may cause acute worker health and safety problems;
h, Any trucked or hauled pollutants, except at discharge points designated by the POTW.
3. With regard to the effluent requirements. listed in Part I of this permit, it maybe necessary for the
'Permittee to supplement the requirementsof the Federal Pretreatment Standards (40 CFR, Part 403) to
ensure compliance by the Permittee with all applicable effluent limitations. Such actions by the Permittee
may be necessary regarding some -or all of the industries discharging to the municipal system.
4. The Permittee shall require any industrial -discharges sending influent to the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act Prior to accepting
wastewater from any significant industrial user, the Permittee shall either develop and submit.to the
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Division a Pretreatment Program for approval per 15A NCAC 2H .0907(a) or modify an existing
Pretreatment Program per 15A NCAC 2H .0907(b).
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or modify an approved
POTW Pretreatment Program or to include a compliance schedule for the development of a POTW
Pretreatment Program as required under. Section 402(b)(8) of the Clean Water Act and implementing
regulations or by the requirements of the approved State pretreatment program, as appropriate.
Section C. Pretreatment Programs
Under authority of sections 307(b) and (c) and 402(b)(8) of the Clean Water Act and implementing regulations 40
CFR Part 403, North Carolina General Statute 143-215.3 (14) and implementing regulations 15A NCAC 2H
.0900, and in accordance with the approved pretreatment program, all provisions and regulations contained and
referenced in the Pretreatment Program Submittal are an enforceable part of this permit
The Permittee shall operate its approved pretreatment program in accordance with Section 402(b)(8) of the Clean
Water Act, the Federal Pretreatment Regulations 40 CFR Part 403, the State Pretreatment Regulations 15A
NCAC 2H .0900, and the, legal authorities, policies, procedures, and financial provisions contained in its
pretreatment program submission and Division approved modifications there of. Such operation shall include
but is not limited to the implementation of the following conditions and requirements:
1. Sewer Use Ordinance (SUQ
The; Permittee shall maintain adequate legal authority to implement its approved pretreatment program.
2. Industrial Waste Survu (IWS)
The Permittee shall update its Industrial Waste Survey (IWS) to include all users of the sewer collection
system at least once every five years.
3. Monitoring Plan
The Permittee shall implement a Division -approved Monitoring Plan for the collection of facility specific
data to be used in a wastewater treatment plant Headworks Analysis (HWA) for the- development of
specific pretreatment local limits. Effluent data from the Plan shall be reported on the DMRs (as required
by Part 11, Section D, and Section E.5).
4. Headworks Analysis (HWA) and Local Limits
The Permittee shall obtain Division approval of a Headworks Analysis (HWA) at least once every five
years, and as required by the Division., Within 180 days of the effective date of this permit (or any
subsequent permit modification) the'Pernittee shall submit to the Division a written technical evaluation
of the need to revise local limits (Le., an updated HWA or documentation of why one is not needed) [40
CFR 122.44]. The Permittee shall develop, in accordance with 40 CFR 403.5(c) and 15A NCAC 2H .0909,
specific Local Limits to implement the prohibitions listed in 40 CFR 403.5(a) and (b) and 15A NCAC 2H
.0909.
5. Industrial User Pretreatment Permits (ILTPI & Allocation Tables
In accordance with NCGS 143-215.1, the Permittee shall issue to all significant industrial users, permits for
operation of pretreatment equipment and discharge to the Pernittee!s treatment works. These permits
shall contain limitations, sampling protocols, reporting requirements, appropriate standard and special
conditions, and compliance schedules as , necessary for the installation of treatment and control
technologies to assure that their wastewater discharge will meet all applicable pretreatment standards and
requirements. The Permittee shall maintain a current Allocation Table (AT) which surnMIM es the results
of the Headworks Analysis (HWA) and the limits from all Industrial User Pretreatment Permits (IUP).
Permitted IUP loadings for each parameter cannot exceed the treatment, capacity of the POTW as
determined by the HWA.
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6. Authorization to Construct (AQ
The Permittee shall ensure that an Authorization to Construct permit (AtC) is issued to all applicable
industrial users for the construction or modification of any pretreatment facility. Prior to. the issuance of
an AtC, the proposed pretreatment facility and treatment process must be evaluated for its capacity to
comply with all Industrial User Pretreatment Permit (IUP) limitations.
7. POTW Inspection & Monitoring of their SIUs
The Permittee shall conduct inspection, surveillance, and monitoring activities as described in its Division
approved pretreatment program in order to determine, independent of information supplied by industrial
users, compliance with applicable pretreatment standards. The Permittee must:
a. Inspect all Significant Industrial Users (SIUs) at least once per calendar year, and
b. Sample all Significant Industrial Users (SIUs) at. least twice per calendar year for all permit -
limited pollutants, once during the period from January 1 through June 30 and once during the
period from July 1 through December 31, except for organic compounds which shall be sampled
once per calendar year,
8. SIU Self Monitoring and Reporting
The Permittee shall require all industrial users to comply with the applicable monitoring and reporting
requirements outlined in the Division -approved pretreatment program, the industry's pretreatment permit,
or in 15A NCAC 2H .0908.
9. Enforcement Response Plan (ERPI
The Permittee shall enforce and obtain appropriate remedies for violations of all pretreatment standards
promulgated pursuant to section 307(b) and (c) of the Clean Water Act (40 CFR 405 et. seq.), prohibitive
discharge standards as set forth in 40 CFR 403.5 and 15A NCAC 2H .0909, and specific local limitations.
All enforcement actions shall be consistent with the Enforcement. Response Plan (ERP) approved by the
Division.
10. Pretreatment Annual Reports �PA�Rl
The Permittee shall report to the Division in accordance with 15A NCAC 2H .0908. In lieu of submitting
annual reports, Modified Pretreatment Programs developed under 15A NCAC 2H .0904 (b) may be
required to meet with Division personnel periodically to discuss enforcement of pretreatment requirements
and other pretreatment implementation issues.
For all other active pretreatment programs, the Permittee shall submit two copies of a Pretreatment Annual
Report (PAR) describing its pretreatment activities over the previous twelve months to the Division at the
Moving address:
NC DENR / DWQ / Pretreatment Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
These reports shall be submitted according to a schedule established by the Director and shall contain the
following.
a.) Narrative
A brief discussion of reasons for, status of, and actions taken for all Significant Industrial
Users (SILTS) in Significant Non -Compliance (SNC);
b) Pretreatment Progrmm Summary (PPS),
A pretreatment program summary (PPS) on specific forms approved by the Division;
c.) Significant Non -Compliance Report (SNCR,�
The nature of the violations and the actions taken or proposed to correct the violations on
specific forms approved by the Division;
d.) Industrial Data Summa= Forms (MSS)
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Monitoring data from samples collected by both the POTW and the Significant Industrial
User (SIU). These analytical results must be reported on Industrial Data Summary Forms
(IDSF) or other specific format approved by the Division;
e.) Other Information
Copies of the POTW's allocation table, new or modified enforcement compliance schedules,
public notice of SIUs in SNC, and any other information, upon request, which in the
opinion of the Director is needed to determine compliance with the pretreatment
implementation requirements of this permit;
11. Public Notice
The Permittee shall publish annually a list of Significant Industrial Users (SIUs) that were in Significant
Non -Compliance (SNC) as defined in the Permittee's Division -approved Sewer Use Ordinance with
applicable pretreatment requirements and standards during the previous twelve month period. This list
shall be published within four months of the applicable twelve-month period.
12. Record Keeping
The Permittee shall retain for a mini* um of three years records of monitoring activities and results, along
with support information including general records, water quality records, and records of industrial impact
on the POTW.
13. Funding and Financial Regort
The Permittee shall maintain adequate funding and staffing levels to accomplish. the objectives of its
approved pretreatment program.
14. Modification to Pretreatment Programs
Modifications to the approved pretreatment program including but not limited to local limits
modifications, POTW monitoring of their Significant Industrial Users (SIUs), and Monitoring Plan
modifications, shall be considered a permit modification and shall be governed by 15 NCAC 2H .0114 and
15A NCAC 2H .0907.
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--"I
GUAMAi, %/G'
P.O. Box 954 (5690 Old Cullowhee Road), Cullowhee, North. Carolina, 28723
Phone: [phone], Fax: [phone]
E-mail: [e-mail]
August 1, 2007
Attn.: System Performance Annual Report
North Carolina Division of Water Quality.
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Annual Report
NPDES * NCO062553
Wade Hampton
Jackson County
The attached document is pursuant to House Bill 1160, the Clean Water Act of 1999,
which was signed into law by the Governor on July 21, 1999. The legislation is intended
to instill public oversight by requiring spill notification and annual reporting by all entities
owning or operating wastewater treatment facilities in the state of North Carolina.
Concerned persons may obtain more detailed information concerning the above
referenced facility by contacting me at [phone] or Bud Smith at [phone].
Sincerely,
Mark Teague
Operator in Responsible Charge
Encl.: Annual Report
CC: * Bud Smith

PERFORMANCE ANNUAI,� .;SPORT
I. General Information
Facility and System Name:
Wade Hampton Golf Club
NC HWY 107
Jackson County
Permit: NCO062553
Owner:
Wade Hampton
P.O. Box 2286
Cashiers, NC , 28717
Operator:
Environmental, Inc.
ORC:
Mark Teague
P.O. Box 954
Cullowhee, NC 28723
Description of Collection System or Treatment Process:
Raw sewage generated .by Wade Hampton is collected in lift station basins and transported via
grinder pumps to a 125,000 GPD wastewater treatment facility. The facility includes an
aeration basin, clarifier, digester, and a chlorine contact basin and a dechlorination basin. The
facility is currently permitted to discharge 125,000 GPD.
11. PERFORMANCE
Summary of System Performance July 1, 2006 to June 30, 2007
Analytical results indicate that no permitted monthly limits were exceeded during the reporting
period. In addition, no bypasses or overflows occurred.
III. NOTIFICATION
A copy of this report is available by contacting:
Wade Hampton Property Owners Association
P.O. Box 2286
Cashiers, NC 28717
IV., CERTIFICATION
I certify under penalty of law that this report Is complete and accurate to the best of my -
knowledge. I further certify this report has been made available to users or customers of Wade
Hampton Property Owners Association.
Mark Teague
Operator in Responsible Charge
Environmental, -Inc. 8/1/07

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
CERTIFIED MAIL
t
RETURN RECEIPT REQUESTED
'i c
Bud Smith
Wade Hampton Property Owners AssociatiorG
P.O. Box 2286
Cashiers, NC 28717
'?
Dear Permittee:
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
-Ij I
I
2007 :•
WATER QUALITY SECTION
ASHEVILLE RE_GInl'
Subject: Notice of Violation
Failure to Submit Renewal Application
NPDES Permit NCO062553
Wade Hampton Golf Club WWTP
Jackson County
t
The subject permit's expiration date is August 31, 2007. Federal [40,CFR 1221 and state (15A NCAC
2H.0105(e)) regulations require that an application for permit renewal be f .fed at least 180 days prior to expiration
of the current permit. To satisfy this requirement` your renewal package should have been sent to the Division
postmarked no later than March 4, 2007. J.
,
As of this date, the Division has not received your renewal application. This is a violation of Part 11. B.10.
of your permit, which states "Any permittee that has not requested renewal at least 180 days prior to
expiration... will subject the permittee to enforcement procedures as provided in NCGS 143-215.6. and 33 USC
1251 et. seq.". To prevent an assessment of civil penalties you must submit a completed permit application
(see enclosed forms) no later than Apri120, 2007.
Use the enclosed checklist to complete your'renewal package. The checklist identifies the items you must
submit with the permit renewal application. If all wastewater discharge from your facility has ceased and you
wish to rescind this permit [or if you have any questions] please contact Charles H. Weaver of my staff. His
telephone number, fax number and e-mail address are listed at the bottom of this page.
Sincerely,
i� d�
oft W. Klimek, P.E.
cc: Central Files
s L euille Regionalt®ffice, SiirfaceWater .protection_,
NPDES File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
512 North Salisbury Street, Raleigh, North Carolina 27604 NofthCarolina
Phone: [phone], extension 511 / FAX [phone] / Internet: h2o.enr.state.nc.us XIaturally
chades.weaver@ ncmail.net
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 INI 2 I5I 31 NCO062553 ill 121 06/12/12 117 181Ci 191SI 201
Remarks
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA ----------Reserved-----------
67 I 169 701 I 711 I 721 NJ 73 I I' 74 751 I I I I I Li 80
W
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
02:35 PM 06/12/12
03/05/01
Wade Hampton Golf Club WWTP
Exit Time/Date
Permit Expiration Date
NC Hwy 107
Cashiers NC 28717
03:40 PM 06/12/12
07/08/31
Name(s) of Onsite Representative(s)/Titles (s)/Ph one and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/Title/Phone and Fax Number
ContactedYes
Bud Smith,NC Hwy 107 S Cashiers NC 28717//828-743-9895/8287439895
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit Operations & Maintenance 0 Records/Reports Facility Site Review
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Janet Cantwell ARO WQ//828-296-4500 Ext.4667/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO062553 111 121 06/12/12 117 18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Page # 2

Permit: NCO062553 Owner - Facility: Wade Hampton Golf Club WWTP
Inspection Date: 12/12/2006 Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
n
n
n
n
Is the facility as described in the permit?
n
n
n
n
# Are there any special conditions for the permit?
n
n
n
n
Is access to the plant site restricted to the general public?
n
n
n
n
Is the inspector granted access to all areas for inspection?
n
n
n
n
Comment:
Operations & Maintenance Yes No NA NE
Is the plant generally clean with acceptable housekeeping? I_I I_I n n
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge n n n n
Judge, and other that are applicable?
Comment:
Page # 3

' V*A
,''" ' :�IVIrchael`,F=Eiiiley;'Gov@inor
�0 (a p lia . R s Jr., Sec' Ya-
C . North Carolina Department JE ;1ronment d N ral Reso' ces
7 ' Alan W�lirn —.0 Dir > fib'
O �--�-��Divison of Water°Q�ality
Asheville Regional Office
SURFACE WATER PROTECTION
,May 23, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED 7005-0390 00013552 9630
Bud Smith
Wade Hampton Property Owners Association
NC Hwy 107 S
Cashiers NC 28717
Subject:. NOTICE OF VIOLATION
NOV 2006-MV-0103
Permit No. NCO062553.
Wade Hampton Golf Club WWTP
Jackson County
Dear Mr Smith:
A review of Wade Hampton Golf Club'WWTP's monitoring report for March 2006 showed
the following violations:
Parameter
pate
Measuring
Violation
Frequency
Chlorine Residual
3/04/06
2X Weekly,
Frequency — measured
1X-week
You must monitor for residual chlorine two times per week. - Pay particular attention to months with
split weeks to avoid violating the permit conditions in the future. If you should have any questions,
please�do not hesitate to contact Starr Silvis at 828/296-4500 ext 4665
Sincerely,.
Roger C. Edwards, Regional Supervisor
Surface Water Protection
Enclosure
cc: WQ Central Files
O
2090 U.S. Highway 70, Swannanoa, N.C: 28778 828/296-4500 (Telephone) 828/299-7043(Fax) -Customer Service 877-623-6748 Nc"thCaroIina

Olill!icarn Mhael F.Easley, Governor
G, Ross Jr., Secretary
North Carolina Department�EnvTrohment and Natural Resources
r Alanr-el .E.Lire�61fbir^!ofrateity
Asheville Regional Office
SURFACE WATER PROTECTION
November 21, 2005
Bud Smith
Wade Hampton Property Owners Association
PO Box 2286
Cashiers NC 28717
SUBJECT: November 18,- 2005
Compliance Evaluation Inspection
Wade. Hampton Property Owners
Association
Wade Hampton Golf Club WWTP
Permit No: NCO062553
Jackson County
Dear Mr. Smith
Enclosed please find a copy of the Compliance Evaluation' Inspection form from
the inspection conducted on November 18, 2005. The Compliance Evaluation Inspection
was conducted by Starr Silvis and James Reid of the Asheville Regional Office. The
facility.was found to be in Compliance with permit NC0062553. The facility appeared to
be well run and well maintained. As discussed during the inspection, the influent basin
containing the bar screen appeared to be excessively corroded and should be repaired or
replaced.
Please refer to the enclosed inspection report for additional observations and
comments. If you or your staff have any questions, please call me at 828-296-450.0,
Sincerely,
5i(2�/
Starr Silvis
Environmental Engineer
Enclosure
cc: James Todd Hiatt, ORC,
Central Files
A hT's wilre- F__
iles
One
�hCarolina
llf!l1ll��l,�
2090 U.S. Highway 70, Swannanoa, NC 28778 Telephone: [phone] Fax: [phone] Customer Service 1 877 623-6748
t,

United States Environmental Protection Agency
EPA Washington, D.C. 20460
Form Approved.
OMB No. 2040-0057
Water Com liance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1
l NJ ? l 51 31 N00062553 l 11 121 05/11/18 l 17 18l cl 19l Sl 20I
21111111Remarks
H III1111111111111111111111111 111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating B1 QA - -- -- ------Reserved-------- ---
671 l 69 701 l 711 1 721 N l 73 L 74 75I l l l l l l l80
I—U
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
POTW name and NPDES permit Number)
Entry Time/Date
Permit Effective Date
Wade Hampton Golf Club WWTP
11:45 AM 05/11/18
03/05/01
NC Hwy 107
Exit Time/Date
Permit Expiration Date
Cashiers NC 28717
12:15 PM 05/11/18
07/08/31
Name(s) of Onsite Representative(s)lritles(s)/Phone and Fax Numbers)
Other Facility Data
James Todd Hiatt/ORC/828-293-9396/
Name, Address of Responsible Official/Title/Phone and Fax Number
Bud Smith,PO Box. 2286 Cashiers NC 28717//828-743-9895/ Contacted
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit N Flow Measurement Operations & Maintenance N Records/Reports
Facility Site Review
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) offIIInns/pieec�tor(s) Agency/Office/Phone and Fax Numbers Date
`
y Starr Silvis Cry
ARO WQ///
James R Reidy ARO WQ//828-296-4500 Ext.4651/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
Roger C Edwards , ` ARO
WQ/// "
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

Permit: NCO062553 Owner -Facility: Wade Hampton Golf Club WWTP
Inspection Date: 11/18/2005 Inspection Type: Compliance Evaluation
Permit
Yes
No
NA
NE
(If the present permit expires in 6 months or less). Has the permittee submitted a new application?
❑
n
■
Is the facility as described in the permit?
■
Q
❑
# Are there any special conditions for the permit?
❑
■
n
n
Is access to the plant site restricted to the general public?
■
❑
El
Is the inspector granted access to all areas for inspection?
■
❑
El
0
Comment:_ No special conditions
Operations $ Maintenance
Yes
No
NA
NE
Is the plant generally clean with acceptable housekeeping?
n
❑
Does the facility analyze process control parameters, for ex: MLSS, MCRT, Settleable Solids, pH, DO, Sludge ■
Judge, and other that are applicable?
n
n
n
Comment: Facility is in excellent condition.
Bar Screens
Yes
No
NA
NE
Type of bar screen
a.Manual
■
b.Mechanical
Are the bars adequately screening debris?
■
n
n ❑
Is the screen free of excessive debris?.
■
❑71
Is disposal of screening in compliance?
■
❑
11
Is the unit in good condition?
❑
■,
❑ ❑
Comment: The influent basin containing the bar screen is corroded and should be
replaced.
Secondary Clarifier
Yes
No
NA NE
Is the clarifier free of black and odorous wastewater?
■
n
n n
Is the site free of excessive buildup of solids in center well of circular clarifier?
■
n
n n
Are weirs level?
■
n
n n
Is the site free of weir, blockage?
■
❑
0 0
Is the site free of evidence of short-circuiting?
■
Is scum removal adequate?
■
n
n n
Is the site free of excessive floating sludge?
■
❑
❑ fl
Is the drive unit operational?
❑
❑
❑ ■
Is the return rate acceptable (low turbulence)?
■
❑
0 fl
Page # 3

Permit: NCO062553
Inspection Date: 11/18/2005
Owner- Facility: Wade Hampton Golf Club WWrP
Inspection Type: Compliance Evaluation
Secondary Clarifier
Is the overflow clear of excessive solids/pin floc?
Is the sludge blanket level acceptable? (Approximately %< of the sidewall depth)
Comment:
Aeration Basins
Mode of operation
Type of aeration system
Is the basin free of dead spots?
Are surface aerators and mixers operational?
Are the diffusers operational?
Is the foam the proper color for the treatment process?
Does the foam cover less than 25% of the basin's surface?
Is the DO level acceptable?
Is the DO level acceptable?(1.0 to 3.0 mg/1)
Comment:
Disinfection -Tablet
Are tablet chlorinators operational?
Are the tablets the proper size and type?
Number of tubes in use?
Is the level of chlorine residual.acceptable?
Is the contact chamber free of growth, or sludge buildup?
Is there chlorine residual prior to de -chlorination?
Comment:
De -chlorination
Type of system ?
Is the feed ratio proportional to chlorine amount (1 to 1)?
Is storage appropriate for cylinders?
# Is de -chlorination substance stored away from chlorine containers?
Comment:
Are the tablets the proper size and type?
Are tablet de -chlorinators operational?
■nnn
nn0■
Ext. Air
Diffused
■nnn
■nnn
■nnn
■nnn
■nnn
nnn■
nnn■
Tablet
■nnn
■nnn
■nnn
■nnn
■nnn
Page # 4

Permit: NCO062553 Owner- Facility: Wade Hampton Golf Club WWTp
Inspection Date: 11/18/2005 Inspection Type: Compliance Evaluation
De -chlorination
Yes
No
NA NE
Number of tubes in use?
2
Is the feed ratio proportional to chlorine appropriate? (Approximately ratio 1:1)
■
n
n
❑
Comment:
Flow Measurement - Effluent
Yes
No
NA NE
# Is flow meter used for reporting?
■
0
❑
❑
Is flow meter calibrated annually?
■
❑
❑
❑
Is the flow meter operational?
■
❑
❑
❑
(if units are separated) Does the chart recorder match the flow meter?
❑
❑
■
❑
Comment:
Record Keepinq
Yes
No
NA
NE
Are records kept and maintained as required by the permit?
■
❑
❑
❑
Is all required information readily available, complete and current?
■
n
n
n
Are all records maintained for 3 years (lab. reg. required 5 years)?
❑
❑
❑
■
Are analytical results consistent with data reported on DMRs?
n
❑
❑
■
Is the chain -of -custody complete?
❑
❑
❑
■
Dates, times and location of sampling
n
Name of individual performing the sampling
n
Results of analysis and calibration
fl
Dates of analysis
rl
Name of person performing analyses
n
Transported COCs
fl
-Are DMRs complete: do they include all permit parameters?
■
n
n
n
Has the facility submitted its annual compliance report to users and DWQ?
❑
❑
❑
■
(If the facility is = or > 5 MGD permitted flow) Do they operate 24/7 with a certified operator on each shift?
n
n
■
n
Is the ORC visitation log available and current?
■
n.
n
n
Is the ORC certified at grade equal to or higher than the facility classification?
■
n
n
n
Is the backup operator certified at one grade less or greater than the facility classification?
■
n
n
n
Is a copy of the current NPDES permit available on site?
■
n
n
n
Facility has copy of previous year's Annual Report on file for review?
❑
❑
❑
■
Page # 5

United States Environmental Protection Agency
Form Approved.
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 I NI 2 151 31 N00062553 111 121 05/02/18 117 181 CI 191 SI 201 I
Remarks
21111111111111111111111111111111111111111111111116
Inspection Work Days Facility Self -Monitoring Evaluation Rating 131 QA -----------Reserved-- — ---
67I 169 70131 711 I 721 NJ 73IWI 174 751 I I I I I Li
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
11:25 AM 05/02/18
03/05/01
Wade Hampton Golf Club WWTP
Exit Time/Date
Permit Expiration Date
NC Hwy 107
Cashiers NC 28717
11:35 AM 05/02/18
07/08/31
Name(s) of Onsite Representative(s)[ritles(s)/Phone and Fax Number(s)
Other Facility Data
James Todd Hiatt/ORC/828-293-9396/
Name, Address of Responsible Official(ritle/Phone and Fax Number
ontacted
Bud Smith,NC Hwy 107 S Cashiers NC 28717//828-743-9895/8287439895
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Operations & Maintenance 0 Sludge Handling Disposal 0 Facility Site Review N Effluent/Receiving Waters
Section D: Summary of Finding/Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Name(s) and Signature(s) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Kevin H Barnett ARC WQ//828-296-4500 Ext.4657/
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

NPDES yr/mo/day Inspection Type
3I NCO062553 I11 121 05/02/18 117 18ICI
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Page # 2

Permit: NCO062553
Inspection Date: 02/18/2005
Operations & Maintenance
Owner - Facility: Wade Hampton Golf Club W/VTP
Inspection Type: Compliance Evaluation
Yes No NA NE
Does the plant have general safety structures in place such as rails around or covers over tanks, pits, or wells? ■0 O
Is the plant generally clean with acceptable housekeeping? ■ n 1-1 71
Comment:
Page # 3

State of North Carolina -
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
Mr. Bud Smith
Wade Hampton Property Owners Association
Highway 107, South
Cashiers, North Carolina 28717
Dear Mr. Smith:
f.
=� Vr mom
NCD E .,'.,
MryZE
NORTH CAR OL,tLi--Dg.R4-,TMENTOF
April 4, 2003 D V LS
APR 14 2
Subject: Issuance of NPDES Permit NCOO62553
Wade Hampton Golf Club WWTP
Jackson County
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).
This final permit includes no changes from the draft permit sent to you on December 31, 2002.
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 15OB 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.
cc: Central Files
.� heville Regional-Off1U-e/Waiter Quality Section --I
NPDES Unit
Aquatic Toxicology Unit
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
An Equal Opportunity Affirmative Action Employer
Sincerely,
ORIGINAL SINNED BY
SUSAN A. WILSON
Alan W. Klimek, P.E.
Telephone [phone] FAX [phone]
Vlsrr us ON THE INTERNET @ http://h2o.enr.state.nc.us/NPDES

Permit NCO062553
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
03 T'WDISCHARGE 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,
Wade Hampton Property Owners Association
is hereby authorized to discharge wastewater from a facility located at the
Wade Hampton Golf Club
NC Highway 107
Southeast of Cashiers
Jackson County
to receiving waters designated as an unnamed tributary to Silver Run Creek in the
Savannah 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 May 1, 2003.
This permit and authorization to discharge shall expire at midnight on August 31, 2007.
Signed this day April 4, 2003.
ORIGINAL SIGNED BY
I V AN A. WILSON
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NCO062553
SUPPLEMENT TO PERMIT COVER SHEET
Wade Hampton Property Owners Association is hereby authorized to:
1. Continue to operate an existing 0.125 MGD wastewater treatment system with the
following components:
♦ Digestor
♦ Aeration
♦ Clarifier
♦ Chlorine contact chamber
♦ Flow recorder
The facility is located southeast of Cashiers at Wade Hampton Golf Club on NC
Highway 107 in Jackson County.
2. Discharge from said treatment works at the location specified on the attached map
into an unnamed tributary to Silver Run Creek, classified C-Trout waters in the
Savannah River Basin.

� ` r 463 aaa y '
coy o O
4 _ o
asp v HigO,
ampt�
Oo ,1 3600 �/
Vt
o
-0
> 1-
�Disc�aroe.-.
4 356D 9r C a a -
0
�p
�310000
i
Latitude: 35°04'57" Stream Class: C-Trout
Longitude: 83°04' 10" Subbasin: 031302
Quad # G6SE
-Receiving Stream: UT to Silver Run Creek
I •
Facility
Location
NC0062553 - Wade Hampton Property Owners Association WwrP
Jackson County

Permit NCO062553
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 , r -, .
-
,.
LIMITS
MONITORING REQUIREMENTS
Monthly _
-. Average,,-'.,
, '::
n ;Weekly
: Avera e : =
.f Daily
Maximum
r Measurement .
-Frequency.'
Sample Type,
; _ ......
Sample Location
-
;
Flow
0.125 MGD
Continuous
Recording
Influent or Effluent
BOD, 5-day (202C)
30.0 mg/L
45.0 mg/L
Weekly
Composite
Effluent
Total Suspended' Residue
30.0 mg/L
46.0 mg/L
Weekly
Composite
Effluent
NH3 as N
2/Month
Composite
Effluent
Dissolved Oxygen;.
Weekly ..
Grab .
Effluent, Upstream
& Downstream
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
Weekly
Grab
Effluent
Total Residual Chlorine
28 µg/L
2/Week
Grab
Effluent
Temperature (°C)
Weekly
Grab
Upstream &
Downstream
Temperature CC)
Daily
Grab
Effluent
Total Nitrogen (NO2+NO3+TKN)
Semi -Annually .
Composite
Effluent
Total Phosphorus
Semi -Annually
Composite
Effluent
Chronic Toxicity2
Quarterly
Composite
Effluent
pH3
Weekly
Grab
Effluent
Footnotes:
1. Upstream = at Highway 107; . Downstream = at Highway 107
2. Chronic Toxicity (Ceriodaphnia) P/F at 34%, March, June September, December; See A.(2.).
3. 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

Permit NCO062553
A (2). CHRONIC TOXICITY PERNUT LMT (QRTRLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant
mortality to Ceriodaphnia dubia at an effluent concentration of 34.0%.
The permit holder shall perform at a minimum, quarter iy monitoring using test procedures outlined
in the "North Carolina Certodaphnia Chronic Effluent Bioassay Procedure," Revised February 1998,
or subsequent versions or "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure"
(Revised -February 1998) or subsequent versions. The tests will be performed during the months of
March, June, September and December. Effluent sampling for this testing shall be performed at
the NPDES permitted final effluent discharge below all treatment processes. ,
If the test procedure performed as the first test of any single quarter results in a failure or ChV
below the permit limit, then multiple -concentration testing shall. be performed at a minimum,
in each of the two following months as described in "North Carolina Phase H Chronic Whole
Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the
highest concentration having no detectable impairment of reproduction or survival and the lowest
concentration that does have a detectable -impairment of reproduction or survival. The definition of
"detectable impairment," collection methods, exposure regimes, and further statistical methods are
specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -
February 1998) or subsequent versions.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the months in which tests were performed, using the
parameter code TGP3B for the pass/fail results and THP3B for the Chronic Value. Additionally, DWQ
Form AT-3 (original) is to be sent to the following address:
Attention: Environrimental Sciences Branch
North Carolina Division of
Water Quality
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed.with the Environmental Sciences Branch no
_ later than 30 days after the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and
all concentration/response data, and be certified by laboratory supervisor and ORC or approved
designate signature. Total residual chlorine of the effluent toxicity sample must be measured and
:._. reported if chlorine is employed for disinfection'of the waste stream.
_.... Should there be no discharge of flow from the facility during a month in which toxicity
monitoring is required, the permittee will complete the information located at the top of the
aquatic toxicity, (AT) test form indicating the facility name, permit number, pipe number,
county, and the month/year of the report with'the notation of "No Flow" in the comment area
of the form. The report shall be submitted to the Environmental Sciences Branch at the
address cited above.
Should the permittee fail to monitor during a month in which toxicity monitoring is required,
monitoring will be required during the following month. Should any test data from this
monitoring requirement or tests performed by the North Carolina Division of Water Quality
indicate potential impacts to the receiving stream, this permit may be re -opened and modified
to include alternate monitoring requirements or limits.
-_ NOTE. Failure to achieve test conditions as specified in the cited document, such as minimum control
organism survival, minimum control organism reproduction, and appropriate environmental controls,
shall constitute an invalid test and will require immediate follow-up testing to be completed no later than
the fast day of the month following the month of the initial monitoring.

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

PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority: The Director of the Division of Water Quality.
2. DWO or "the Division" Means the Division of Water Quality, Department of Environment and Natural
Resources.
3. EMC Used herein means the North Carolina Environmental Management Commission.
4. Act or "the Act" The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended,
33 USC 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges sampled and/or measured
during a calendar month on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such month. It is therefore, an arithmetic mean found by
adding the weights of the pollutant found each day of the month and then dividing this sum by the number
of days the tests were reported. The limitation is identified as "Monthly Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled and/or measured
during the calendar week (Sunday - Saturday) on which daily discharges are sampled and measured, divided
by the number of daily discharges sampled and/or measured during such week. It is, therefore, an arithmetic
mean found by adding the weights of pollutants found each day of the week and then dividing this sum by
the number of days the tests were reported. This limitation is identified as "Weekly Average" in Part I of the
permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during a calendar day. If
only one sample is taken during any calendar day the weight of pollutant calculated from it is the "maximum
daily discharge." This limitation is identified as 'Daily Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled and/or measured
during the calendar year on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such year. It is, therefore, an arithmetic mean found by adding
the weights of pollutants found each day of the year and then dividing this sum by the number of days the
tests were reported. This limitation is defined as "Annual Average" in Part I of the permit.
6. Concentration Measurement
a. The "average monthly concentration," other than for fecal coliform bacteria, is the sum of the concentrations
of all daily discharges sampled and/or measured during a calendar month on which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or measured during such
month (arithmetic mean of the daily concentration values). The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average monthly count for fecal coliform
bacteria is the geometric mean of the counts for samples collected during a calendar month. This limitation
is identified as "Monthly Average" under "Other Limits" in Part I of the permit.

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6. b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the concentrations
of all daily discharges sampled and/or measured during a calendar week (Sunday/Saturday) on which daily
discharges are sampled and measured divided by the number of daily discharges sampled and/or measured
during such week (arithmetic mean of the daily concentration values). The daily concentration value is equal
to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day. The average weekly count for fecal
coliform bacteria is the geometric mean of the counts for samples collected during a calendar week. This
limitation is identified as "Weekly Average" under "Other Limits" in Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a calendar day. If
only one sample is taken during any calendar day the concentration of pollutant calculated from it is the
"Maximum Daily Concentration". It is identified as "Daily Maximum" under "Other Limits" in Part I of the
permit.
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the concentrations
of all daily discharges sampled and/or measured during a calendar year on which daily discharges are sampled
and measured divided by the number of daily discharges sampled and/or measured during such year
(arithmetic mean of the daily concentration values). The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average yearly count for fecal coliform
bacteria is the geometric mean of the counts for samples collected during a calendar year. This limitation is
identified as "Annual Average" under "Other Limits" in Part I of the permit.
e. The "daily average concentration" (for dissolved oxygen) is the minimum allowable amount of dissolved
oxygen required to be available in the effluent prior to discharge averaged over a calendar day. If only one
dissolved oxygen sample is taken over a calendar day, the sample is considered to be the "daily average
concentration" for the discharge. It is identified as "daily average" in the text of Part I.
f. The "quarterly average concentration" is the average of all samples taken over a calendar quarter. It is
identified as "Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through March, April through
June, July through September, and October through December.
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow, averaged monthly. It is
determined as the arithmetic mean of the total daily flows recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling, when both the
sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility which occurs continually
without interruption throughout the operating hours of the facility. Flow shall be monitored continually
except for the infrequent times when there may be no flow or for infrequent maintenance activities on the
flow device.
8. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of discharge and
combined proportional to the rate of flow measured at the time of individual sample collection, or

Part II
-- Page 3 of 11
8. a. (2) a series of grab samples of equal volume collected over a 24 hour period with the time intervals between
samples determined by a preset number of gallons passing the sampling point. Flow measurement
between sample intervals shall be determined by use of a flow recorder and totalizer, and the present
gallon interval between sample collection fixed at no greater than 1 /24 of the expected total daily flow at
the treatment system, or
(3) a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be no greater than
once per hour, and the time interval between effluent grab samples shall be no greater than once per hour
except at wastewater treatment systems having a detention time of greater than 24 hours. In such cases,
effluent grab samples may be collected at time intervals evenly spaced over the 24-hour period which are
equal in number of hours to the detention time of the system in number of days. However, in no case
may the time interval between effluent grab samples be greater than six (6) hours nor the number of
samples less than four (4) during a 24-hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not exceeding 15 minutes;
the grab sample can be taken manually. Grab samples must be representative of the discharge or the
receiving waters.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual values divided
by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the individual
values where N is equal to the number of individual values. The geometric mean is equivalent to the antilog
of the arithmetic mean of the logarithms of the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one (1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each concentration times its
respective flow divided by the summation of the respective flows.
10. Calendar Dav: A calendar day is defined as the period from midnight of one day until midnight of the next day.
However, for purposes of this permit, any consecutive 24-hour period that reasonably represents the calendar day
may be used for sampling.
11. Hazardous Substance: A hazardous substance means any substance designated under 40 CFR Part 116
pursuant to Section 311 of the Clean Water Act.
12. Toxic Pollutant: A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean
Water Act.
SECTION B. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial of a permit renewal application.
a. The permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405(d) of the Clean Water Act within the time provided in the regulations that establish these
standards or prohibitions or standards for sewage sludge use or disposal, even if the permit has not yet been
modified to incorporate the requirement.

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Page 4 of 11
1. b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil penalty
not to exceed $25,000 per day for each violation. Any person who negligently violates any permit condition
is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment for not more than
1 year, or both. Any person who knowingly violates permit conditions is subject to criminal penalties of
$5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also, any person
who violates a permit condition may be assessed an administrative penalty not to exceed $10,000 per
violation with the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33 U.S.C.
1319 and 40 CFR 122.41 (a)]
c. Understate law, a civil penalty of not more than ten thousand dollars ($10,000) per violation maybe assessed
against any person who violates or fails to act in accordance with the terms, conditions, or requirements of a
permit. [Ref: North Carolina General Statutes 5 143-215.6A]
d. Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of the Act. Administrative penalties for Class I violations are
not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$25,000. Penalties for Class II violations are not to exceed $10,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $125,000.
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit which has a reasonable likelihood of adversely affecting human health or the
environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, C-4) and "Power Failures" (Part II, C-7),
nothing in this permit shall be construed to relieve the permittee from any responsibilities, liabilities, or penalties
for noncompliance pursuant to NCGS 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC 1319.
Furthermore, the permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee
from any responsibilities, liabilities, or penalties to which the permittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal property, or any
exclusive privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor
any infringement of Federal, State or local laws or regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the application of any
provision of this permit to any circumstances, is held invalid, the application of such provision to other
circumstances, and the remainder of this permit, shall not be affected thereby.

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

Part II
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12. Permit Actions
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition.
13. Permit Modification, Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 15A of the North Carolina
Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility, whether for
operation or discharge, are hereby revoked by issuance of this permit. [The exclusive authority to operate this
facility arises under this permit. The authority to operate the facility under previously issued permits bearing this
number is no longer effective. ] The conditions, requirements, terms, and provisions of this permit authorizing
discharge under the National Pollutant Discharge Elimination System govern discharges from this facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the facility by the
Certification Commission, the permittee shall employ a certified wastewater treatment plant operator in
responsible charge (ORC) of the wastewater treatment facilities. Such operator must hold a certification of the
grade equivalent to or greater than the classification assigned to the wastewater treatment facilities by the
Certification Commission. The permittee must also employ a certified back-up operator of the appropriate type
and any grade to comply with the conditions of Title 15A NCAC Chapter 8G.0200. The ORC of the facility
must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding
weekends and holidays, and must properly manage and document daily operation and maintenance of the facility
and must comply with all other conditions of Title 15A, NCAC Chapter 8G .0200. Once the facility is classified,
the permittee shall submit a letter to the Certification Commission which designates the operator in responsible
charge within thirty days after the wastewater treatment facilities are 50% complete.
2. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the permittee to achieve compliance with the
conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and
appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities
or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance
with the conditions of the permit.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a treatment facility including
the collection system, which is not a designed or established or operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to the treatment
facilities which causes them to become inoperable, or substantial and permanent loss of natural resources
which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not
mean economic loss caused by delays in production.

Part II
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4. b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs c. and d. of this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it shall submit prior
notice, if possible at least ten days before the date of the bypass; including an evaluation of the
anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass as required in Part II,
E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(1) Bypass from the treatment facility is prohibited and the Permit Issuing Authority may take enforcement
action against a permittee for bypass, unless:
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The permittee submitted notices as required under Paragraph c. of this section.
(2) Bypass from the collection system is prohibited and the Permit Issuing Authority may take enforcement
action against a Permittee for a bypass as provided in any current or future system -wide collection system
permit associated with the treatment facility.
(3) The Permit Issuing Authority may approve an anticipated bypass, after considering its adverse affects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph
d. (1) of this section.
5. U sets
a. Definition: "Upset" means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors beyond the reasonable
control of the permittee. An upset does not include noncompliance to the extent caused by operational
error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance,
or careless or improper operation.
b. Effect of an upset: An upset constitutes an affirmative defense to an action brought for noncompliance
with such technology based permit effluent limitations if the requirements of paragraph c. of this condition
are met. No determination made during administrative review of claims that noncompliance was caused by
upset, and before an action for noncompliance, is final administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset: A permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
(2) The permittee facility was at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of this permit.
(4) The permittee complied with any remedial measures required under Part II, B. 2. of this permit.
d. Burden of proof In any enforcement proceeding the permittee seeking to establish the occurrence of an
upset has the burden of proof.

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6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The permittee
shall comply with all existing federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR Part 503.
The permittee shall comply with applicable 40 CFR Part 503 Standards for the Use and Disposal of Sewage
Sludge (when promulgated) within the time provided in the regulation, even if the permit is not modified to
incorporate the requirement. The permittee shall notify the Permit Issuing Authority of any significant change in
its sludge use or disposal practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM Regulation, Title 15A,
North Carolina Administrative Code, Subchapter 2H, .0124 Reliability, to prevent the discharge of untreated or
inadequately treated wastes during electrical power failures either by means of alternate power sources, standby
generators or retention of inadequately treated effluent.
SECTION D. MONITORING AND RECORDS
Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period which the sample represents. All samples shall be taken at
the monitoring points specified in this permit and, unless otherwise specified, before the effluent joins or is
diluted by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority.
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1.1, 2, 3) or alternative forms approved by
the Director, DEM, postmarked no later than the 30th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, 'calibrated and maintained to ensure that the accuracy of the measurements are
consistent with the accepted capability of that type of device. Devices selected shall be capable of measuring
flows with a maximum deviation of less than 10% from the true discharge rates throughout the range of expected
discharge volumes. Once -through condenser cooling water flow which is monitored by pump logs, or pump
hour meters as specified in Part I of this permit and based on the manufacturer's _pump curves shall not be
subject to this requirement.

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4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to
NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g), 33 USC 1314, of the Federal Water Pollution Control Act, as Amended, and Regulation 40 CFR
136; or in the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR
503, unless other test procedures have been specified in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined capable of achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level) approved method must
be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any
monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by
a fine of not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or
by both. If a conviction of a person is for a violation committed after a first conviction of such person under this
paragraph, punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more
than 4 years, or both.
6. Records Retention
Except for records of monitoring information required by this permit related to the permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the permittee shall retain records of all monitoring information, including all calibration and maintenance
records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports
required by this permit, for a period of at least 3 years from the date of the sample, measurement, report or
application. This period may be extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the permittee shall record
the following information:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
8. Inspection and Entry
The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. Inspect at reasonable times any facilities, equipment (including monitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the Clean Water Act, any substances or parameters at any location.

i
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SECTION E REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining whether a
facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants which are subject neither to effluent limitations in the
permit, nor to notification requirements under 40 CFR Part 122.42 (a) (1).
c. The alteration or addition results in a significant change in the permittee's sludge use or disposal practices,
and such alternation, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted facility or activity
which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissuance of the permittee and incorporate such other requirements as may be
necessary under the Clean Water Act.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part II. D. 2 of this
permit) or forms provided by the Director for reporting results of monitoring of sludge use or disposal
practices.
b. If the permittee monitors any pollutant more frequently than required by the permit, using test procedures
specified in Part II, D. 4. of this permit or in the case of sludge use or disposal, approved under 40 CFR 503,
or as specified in this permit, the results of this monitoring shall be included in the calculation and reporting
of the data submitted in the DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean
unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any noncompliance which
may endanger health or the environment. Any information shall be provided orally within 24 hours from the
time the permittee became aware of the circumstances. A written submission shall also be provided within 5
days of the time the permittee becomes aware of the circumstances. The written submission shall contain a
description of the noncompliance, and its cause; the period of noncompliance, including exact dates and
times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and
steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance.

Part II
Page 11 of 11
6. b. The following shall be included as information which must be reported within 24 hours under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2) Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the Director in the
permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under paragraph b. above of
this condition if the oral report has been received within 24 hours.
Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II. E. 6. of
this permit.
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information.
9. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within 5 days
following first knowledge of the occurrence.
10. Availabilit off Reports
Except for data determined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division of Water Quality. As required by the Act, effluent data shall not be considered confidential.
Knowingly making any false statement on any such report may result in the imposition of criminal penalties as
provided for in NCGS 143-215.1(b)(2) or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of
not more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment capacity or to
change the type of process utilized at the treatment plant shall be begun until Final Plans and Specifications have
been submitted to the Division of Water Quality and written approval and Authorization to Construct has been
issued.
B. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Water Quality, conduct
groundwater monitoring as may be required to determine the compliance of this NPDES permitted facility with
the current groundwater standards.
C. Changes in Discharges of Toxic Substances
The permittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe:
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent
basis, of any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 µg/L) for acrolein and acrylonitrile; five hundred micrograms
per liter (500 µg/L) for 2.4-dinitrophenol and for 2-methyl-4.6-dinitrophenol; and one milligram per
liter 0 mg/L) for antimony;
(3) Five (5) times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or
infrequent basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the
highest of the following "notification levels';
(1) Five hundred micrograms per liter (500 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten (10) times the maximum concentration value reported for that pollutant in the permit application.
D. Requirement to Continually Evaluate Alternatives to Wastewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the most environmentally
sound alternative of the reasonably cost effective alternatives. If the facility is in substantial non-compliance with
the terms and conditions of the NPDES permit or governing rules, regulations or laws, the permittee shall
submit a report in such form and detail as required by the Division evaluating these alternatives and a plan of
action within sixty (60) days of notification by the Division.
PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30 (thirty)
days after being billed by the Division. Failure to pay the fee in a timely manner in accordance with
15A NCAC 2H .0105(b)(4) may cause this Division to initiate action to revoke the permit.

"DES APPLICATION -.. FORM I .
atment systems treating 100% domestic wastewaters <1.0 MGD
For privately owned tre
Mail the complete application to:
N. C. Department of Environment and Natural Resources -
Division of Water Quality / NPDES Unit 1 LE
N
1617 Mail Service Center, Raleigh, NC 27699-16I 7 Do
NPDES Permit C00
APR 2 3 2001 1
ti
Please print or type. � �" ` t"��� ''; UAL i
_POINT4S,ilLAi C.fa :d�. r:d
1. Contact Information:
Owner Name
Facility Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
e-mail Address
2. Location of facility producing discharge:
Check here if same address as above ❑
Street Address or State Road
City
State / Zip Code
County
3. Operator Information:
Name of the firrn, public organization or other entity that operates the facility.
referring to the Operator in Responsible Charge or ORC)
Name
Mailing Address
City
State / Zip Code
Telephone Number
Fax Number
(Note that, this is not
1 of 3
Form-D 4/05

+ NPDES APPLICATION.-. FOF .. b
For'•privately:owned.treatment systems treating 100%-domestic:wasteivaters <1.0..MGD
4. Description of wastewater:
Facility. Generating Wastewater (check all that applyr
Industrial ❑ Number of Employees
Commercial ❑ 'Number of Employees
Residential 0� Number of Homes 110
School ❑ Number of Students/Staff
Other ❑ . Explain:
Describe the source(s) of wastewater (example: subdivision, mobile home, park, shopping centers,
restaurants, etc.):
Population served:
5. Type of collection system
[] Separate (sanitary sewer only) ❑ Combined (storm sewer and sanitary sewer)
6. Outfall Information:
Number of separate discharge points -
Outfall Identification numbers) 0L
Is the outfall equipped with a diffuser? ❑ Yeso -
7. Name of receiving stream(s) (Provide a map;
8. Frequency of Discharge: ©--continuous. ❑
If intermittent:
Days per week discharge occurs:
exact location of each outfallf:
. i.. A- ,
Intermittent
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 thelreatment system in 'a
separate sheet of paper.
eta
2 of 3 Form-D 4/05

T
v i 1
NPDES APPLICATION - FOIZ& i�
For privately owned treatment systems treating 100% domestic wastewaters <1.0 MGD
10. Flow Information: /
Treatment Plant- Design flow r G MGD
Annual Average daily flow 5- MGD (for the previous 3 years)
Maximum daily flow o MGD (for the previous 3 years) .
11. Is this facility located on Indian country?
❑ Yes D-vo
12. Effluent Data
Provide datafor the parameters listed. Fecal Coliform; Temperature and pH shall be grab samples, for all other
parameters 24-hour composite sampling shall be used. If more than one analysis is reported, report daily maximum
and monthly average. If only one analysis is reported, report as daily maximum.
Parameter
Daily
Maximum
Monthly
Average
Units of
Measurement
Biochemical Oxygen Demand (BODs)
T�
Fecal Coliform
(�
Total Suspended Solids
L
Temperature (Summer)
Temperature (Winter)
pH
6 --
13. List all permits, construction approvals and/or applications: .
Type * Permit Number Type
Hazardous Waste (RCRA) NESHAPS (CAA)
UIC (SDWA)
NPDES
Ocean Dumping (MPRSA)
Dredge or fill (Section 404 or CWA)
PSD (CAA) Other
Non -attainment program (CAA)
14. APPLICANT CERTIFICATION
Permit Number
I certify that I am familiar with the information contained in the application and that to the
best of knowledge and belief such information is true, complete, and accurate.
Printed Name of Person Signing
Signature of Applicant
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 _ Form-D 4/05

WADE HAMPTON
PROPERTY OWNERS ASSOCIATION
April 19, 2007
Division of Water Quality
Point Source Branch
Attn: Carolyn Bryant
1617 Mail Service Center
Raleigli, NC 27699-1617
Re: Wade Hampton Golf Club
NPDRS NCO062553
FAR 3 2007
P9,�T�rt .aJ:il.1:Y
The sludge management plan for Wade Hampton Golf Club is for the existing 0.125
MGD wastewater treatment system. Solids move from the clarifier to the digestor, when
needed, a licensed septic tank truck is called in to pump waste and hail it to a licensed
wastewater treatment facility.
Thank you,
POST OFFICE BOX 2286 - CASHIERS, NORTH CAROLINA 28717.828-743-9895

TO'i PERMITS AND EN ERING UNIT
WATER QUALITY VTION
DATE: March 31, 1992
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Jackson
PERMIT NUMBER NCO062553
PART I - GENERAL INFORMATION
1. Facility and Address: Wade Hampton Property Owners Association
Post Office Box 2286
Cashiers, N. C. 28717
2.
3,
Date of.Investigation: December 10, 1991
Report Prepared By: W. E. Anderson
4. Persons Contacted and Telephone Number: Elizabeth Townsend -Wells,
Secretary, 704-743-3411
5. Directions to Site: From the intersection of US Highway 107 and
US Highway 64 in Cashiers, travel south on US Highway 107
approximately 2.6 miles to the gravel road on the right. Travel
approximately 0.1 mile on this gravel road to the treatment
plant.
6. Discharge Point(s), List for all discharge points:
Latitude: 350 04' 57" Longitude: 830 04' 10"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. 176-SE(G6SE) USGS Quad Name Cashiers
7. Size (land available for expansion and upgrading): N/A
8. Topography (relationship to flood plain included): Relatively
flat, above flood plain.
9. Location of nearest dwelling: Greater than 500 feet.
Page 1

10.E .'Receiving strea -r affected surface water, UT to Silver Run
"Creek.
a. Classification: "C-Trout"
• 6
b. River Basin and Subbasin No.: Savannah 031302
:c. Describe receiving stream features and pertinent downstream
rises: 'Silver Run Creek is not in the ORW section of the
1. Chattooga River basin in. North Carolina.
PART II DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type,of wastewater:100 % Domestic
0 % Industrial'
a. Volume of Wastewater: 0.125 MGD (Design Capacity)
b. Types and quantities of industrial wastewater:None
C. jPrevalent toxic constituents in wastewater: Chlorine
d. Pretreatment Program (POTWs only): N/A
in development approved
should be required. not needed
2. Production rates (industrial discharges only) in pounds per day:
N/A .
a. Highest month in the past 12 months: lbs/day
-b. Highest year in the past 5 years: lbs/day
3. Description of industrial process (for industries only) and,
applicable CFR Part and Subpart: N/A
4. Type.,of treatment (specify whether proposed or existing): Existing
activated sludge.
5. Sludge handling and disposal scheme: Not addressed
6. Treatment plant classification (attach completed rating
sheet):Class II,
7., SIC Codes(s): 4952
Wastewater Code(s): Primary 05 Secondary
Main Treatment Unit Code: 090-7'
Page 2

PART III - OTHER F INENT INFORMATION
1. Is this facility being constructed with Construction Grant funds
(municipals only)? N/A
2. Special monitoring requests: None
3. Additional effluent limits requests: None
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS"
This is a request for permit renewal. The facility is in good
condition and is routinely in compliance. ,Renewal of the permit
.is appropriate after an approved sludge disposal plan is received.
Signature of Report Preparer
Wate7C3,
ali y Regional.Supervisor
Dat
Page 3

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James d. Martin, Governor
William W. Cobey, Jr., Secretary
July 16, 1990
Mr. A. William McKee, Owner
Wade Hampton Company
Post Office Box 523
Cashiers, North Carolina 28717
George T. Everett, Ph.D.
Director
Subject: Permit No. NCO062553
Authorization to Construct
Wade Hampton Company
Wastewater Treatment Facility
Jackson County
Dear Mr. McKee:
A letter of request for an Authorization to Construct was received May 18, 1990 by the
Division and final plans and specifications for the subject project have been reviewed.and found to
be satisfactory. Authorization is hereby granted for the continued operation of a 100,000 gpd
wastewater treatment facilities and the construction of a chlorine contact chamber consisting of two
(2) 1,025 gallon septic tanks in series with a tablet type chlorinator, and a tablet type dechlorinator,
and all the associated piping, valves, and appurtenances with discharge of treated wastewater into
an unnamed tributary to Silver Run Creek classified C trout waters.
This Authorization to Construct is issued in accordance with Part III paragraph B of
NPDES Permit No. NCO062553 issued June 29, 1990, and shall be subject to revocation unless
the wastewater treatment facilities are constructed in accordance with the conditions and limitations
specified in Permit No. NC0062553.
The sludge generated from these treatment facilities must be disposed of in accordance with
G.S. 143-215.1 and in a manner approved by the North. Carolina Division of Environmental
Management.
In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including those as may be
required by this Division, such as the construction of additional or replacement wastewater
treatment or disposal facilities.
The Asheville Regional Office, phone no. [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place
inspection can be made. Such notification to the regional supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State
Holidays.
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer '

Mr. McKee
July 16, 1990
Page Two
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted facility has
been installed in accordance with the NPDES Permit, this Authorization to Construct and the
approved plans and specifications. Mail the Certification to the Permits and Engineering Unit,
P.O. Box 27687, Raleigh, NC 27611.
The Permittee shall employ a certified wastewater treatment plant operator to be in
responsible charge of the wastewater treatment facilities. The operator must hold a certificate of the
grade at least equivalent to the classification assigned to the wastewater treatment facilities by the
Certification Commission. Within thirty days after the wastewater treatment facilities are 50%
complete, the Permittee must submit a letter to the Certification Commission which designates the
operator in responsible charge.
A copy of the approved plans and specifications shall be maintained on file by the Permittee
for the life of the facility.
A leakage test shall be performed on the septic tank and dosing tank to insure that any
exfiltration occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hour
per 1,000 gallons of tank capacity. The engineer's certification will serve as proof of compliance
with this condition.
Failure -to abide by the requirements contained in this Authorization to Construct may
subject the Permittee to an enforcement action by the Division of Environmental Management in
accordance with North Carolina General Statute 143-215.6.
The issuance of this Authorization to Construct does not preclude the Permittee from
complying with any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction..
One (1) set of approved plans and specifications is being forwarded to you. If you have
any questions or need additional information, please contact Mr. Mark Hawes, telephone number
919/733-5083.
M
Jackson County Health Department
Asheville �Regonal�Office
Cranston, Robertson, and Whitehurst
Training and Certification Unit
Sihp erely,
Peorge T. Ever
P-Ee__ Ee VFD
Waler Quality Sept*
JUL 1 g lgop
Asheville Regional�Office
Asheville, North Carolina

Staff Review and Evaluation
NPDES Wastewater Permit
FACILITY INFORMATION
Facility Wade Hampton Property Owners' Association
NPDES No. NC0062553
Design Flow (MGD) 0.125 MGD
Facility Class II
STREAM CHARACTERISTICS
Stream Name
UT to Silver Run Creek
Stream Class
C Tr
Sub -basin
031302
Drainage Area (miz)
0.53
S7Q10 (cfs)
0.37
W7Q10 (cfs)
0.45
30Q2 (cfs)
0.85
IWC (%)
34
lqye—. Sfrealfll'hllo = Aol Lis
Changes
Parameters Affected
Basis for change(s)
-Proposed
Monitoring frequencies
BODS, TSS, Fecal,
2B .0500 regulations
TRC,Tem erature and pH
Deleted continually to evaluate
Special conditions
Contained in boilerplate
language.
Compliance Schedule: none
Special Condition(s): Nutrient Condition for permits without Phosphorus limits, Chronic tox
Condition and Sludge disposal condition
Permits & Engineering Comments:
This is a permit renewal for a discharge into an unnamed tributary to Silver Run Creek in the Savannah
River $asin. Within the past twenty four months this facility had one violation of TSS. Permits and
Engineering will recommend existing limitations to include a tox test with monitoring reflective of
current regulations for a class II facility. As per the WLA file, the permittee previously chose to test
for whole effluent toxicity instead of meeting ammonia limits to address ammonia toxicity. P&E has
contacted the perrnittee concerning permit renewal. The region must verify facility class and take a
close look at sludge management for the facility. As per the permittee, pump and haul is now being
used as a method of sludge disposal. If there is a DWQ approved sludge disposal plan in place, the
sludge disposal condition will be removed prior to notice.
Prepared by:C z3�
Regional Office Evaluation and Recommendations:
h t j` e✓ f^ i i (^ t 7� O 1 (S� !'�O R i 0� ' %O C e� i V ►`�� v'�lJ�.s h 1 Y
cfse is OK C ��

I State of North Carolina
-Department of Natural Resources and Community Development
W9 Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
Mr. A. William McKee, President
Wake Hampton Company
P. 0. Box 523
Cashiers, NC 28717
Dear Mr. Mckee:
R. Paul Wilms
Director
October 15, 1986
SUBJECT: Permit No. NCO062553
Authorization to Construct
Gia�� raffiG�
mpnILgempan,
%adze, ub
Wastewater Treatment Facility
#%- 01cso Coin
A letter of request for Authorization to Construct was received July 17 1986, by
the Division and final plans and specifications for the subject project have been
reviewed and found to be satisfactory. Authorization is hereby granted for the
construction of a 0.100 MGD wastewater treatment facility consisting of an influent
bar screen and cominutor, a 100,000 gallon capacity aeration tank, a 14,900 gallon
capacity sludge holding tank, a 20,500 gallon capacity clarifier, dual blowers each
capable of delivering 225 CFM @ 8 psig, an ultra violet disinfection unit, a recording
and totalizing flow meter and all associated valves, piping, and appurtenances to
serve the Wade Hampton Club located in Jackson County,
This Authorization to Construct is issued in accordance with Part III paragraph C
of the NPDES Permit No. N0062553 issued August 30, 1985,--and shall be subject to
revocation unless the wastewater treatment facilities are constructed in accordance
with the conditions and limitations specified in Permit No. NCO062553.
The Permittee must employ a certified -wastewater operator-in.accordance with Part
III paragraph-D- of- the-teferenER*-permi--t:
The sludge generated from these treatment facilities must be disposed of in
accordance with G.S. 143.215.1 and in a manner approvable by the North Carolina
Division of Environmental Management. R E-C E I VE D
tiVover Quality DlyWon
Pollution Prevention Pays OCT 20 1986
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone] "' an-t n Regional OFfies
An Equal Opportunity Affirmative Action Employer

The Asheville Regional Office, telephone number 704/253-3341 shall be notified
in advance of operation of the installed system so that an in -place inspection
can be made. Such notification to the Regional Supervisor shall be made during the
normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding
State Holidays.
In event the facilities fail to perform satisfactorily in meeting its-NPDES
permit effluent limits, the Permittee shall take such immediate corrective action as
may be.required by this Division, including the construction of additional wastewater
treatment and disposal facilities.
One (1) set of approved plans and specifications -is being forwarded to you. If
you have any questions or need additional information, please- contact Mr. Donald
SAfrit, telephone number 919/733-5083, ext. 179.
Sincerely yours,
R. Paul Wilms
Director
cc: JackspnCounty Health Department
Cranston, Robertson & Whitehurst
Ashevville-Regional Office
Dennis---Rams-ay _
John Campbell
jk

�STA7Z ° RECEI'VE0
V`Jater Quality Section
•� DEC ?_ 8 1988
State of North Carolina Asheville Regional Office
Asheville, North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury .Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
S. Thomas Rhodes, Secretary December 22, 1988 Director
Mr. A. William McKee
Wade Hampton Company
PO Box 523
Cashiers, NC 28717
SUBJECT: Permit No. WQ0000900
Wade Hampton Company
Wade Hampton Club
Sewer Collection System
Jackson County
Dear Mr. McKee:
In accordance with your application received December 8, 1988, we are
-
forwarding herewith Permit No. WQ0000900, dated December_ 22, 1988, to Wade
Hampton Company for the construction and operation of the subject wastewater
collection system extensions.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request an adjudicatory hearing upon
written request within 30 days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of.North Carolina'..
General Statutes, and filed with the Office of Administrative Hearings, Post Office
Drawer 11666, Raleigh, North Carolina 27604. Unless such demands are made this
permit shall be final and binding.
One (1) set of approved plans end specifications is being forwarded to you. If
you need additional information concerning this matter, please contact Babette
McKemie, telephone No. 919/733-5083, ext. 546.
Sincerely, %J /
R. Paul Wilms
cc: Jackson Co ealth De artment
Cranston, Robertson & Whitehurst
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
RALEIGH'
P E R M I T
For the discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other" applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Wade Iiampton Company
Jackson County
FOR THE
construction and operation of fifty-two (52) single family, simplex grinder pump
stations with high water alarms and approximately 8,300 linear feet of 2, 3 and
4-inch force main to serve Wade Hampton Club, Phase II and the discharge of 20,800
GPD collected domestic wastewater into the Wade Hampton Club's existing sewerage
system, pursuant to the application .received December 8, 1988, and in conformity
with the project plan, specifications, and other supporting data subsequently filed
and approved by the Department of Natural Resources and Community Development and
considered a part of this permit. -
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in
accordance with the approved plans, specifications and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes
described in the.appl'ication and other supporting data.
3. The facilities shall be properly maintained and operated at all times.
4. the sewage and wastewater collected by this system shall be treated in the Wade —
Hampton Club Wastewater Treatment Plant. prior 'to being discharged into the
receiving stream.
5. This permit is not transferable.
6. Construction of the sewers shall
be so
sclhdduled so; as not
to interrupt' service
by the existing utilities nor
result
in an overflow or
bypass discharge of
wastewater to the surface waters
of the
State.

7. The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated. herein by reference and is a condition of this
Permit. Noncompliance with the terms of the Operational Agreement shall Subject
the Permittee to all sanctions provided by G. S. 14.3-21.5.6 for violation of or
failure to act in accordance with the 'terms and conditions of this Permit.
8. Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance with -the
requirements of this permit and the approved plans and specifications. Mail the
certification to the Permits and Engineering Unit, P.O. Box 27687,. Raleigh, N.C.
27611-7687.
9. A set of approved plans and specifications for the subject project.; must be
retained by the applicant for the life of the project.
10. The Permittee shall provide for the pump 'station and force main the following
items:
a. Pump-on/pump-off elevations located so that 2-8 pumping cycles may be achieved
per hour in the pump station.
b. An air relief valve located at a7.1 high points along the force main.
c. A screened vent for the wet well.
d. Fill'ets located in the wet well at the intersection of the flooring and
sidewalls.
e. Three (3) feet of cover (minimum) over the force main or the use of ferrous
material where three (3) feet cannot be maintained.
f. Sufficient devices which will protect the pump station from vandals.
g. Flood protection if the pump station is located below the 100-year flood
elevation.
Permit issued this the 22nd day of December, 1988.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
'I• n 1 I r
R. Paul .Wilms, Dixector+ +j t c3 t
Division of ,Env3.ronm'enta`l:'MAnagement
,:is,
i,.
By Authority of En „i,he Ydiromm� n'tAl.: Management Commssi'on
Permit No. WQO0009OO if r
' it f;i �' •

Engineer's Certification
I, as a duly registered
Engineer in -the State of North Carolina, havink been authorized
,,(p`eriodically/weekly/full time) the construction of the. project,!
a
Professional
to observe
r
for the
(Project), (Name or Location);
hereby state that,. to ;the best of my
(Project ,Owner)
'abil'it es;, due care andi diligence was used ' iri the .observation of the' project`
':construction such that 'th'e 'construction. was 'observed,jto be 'built within substantial
`''compliance and intent of the approved plans 'arid. -specifications. t1 ;
.,
"I :Signature " Registrdtion No.
..'� .Date
Permit No. WQ0000900
• i r , Ei t'' I� � y� 77 •}c � �
, r4 t

..... l� SrA7Z 6
State of North Carolina
Uepartment of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
Mr. A. William McKee
The Wade Hampton Company
PO Box 523
Cashiers, NC 28717
Dear Mr. McKee:
October 21, 1988
SUBJECT: Permit No. WQ0000173
Wade Hampton Company
Wade Hampton Club
Sewer Collection. System
Jackson County
R. Paul Wilms
-Director
In accordance with your application received August 8, 1.988, we are -
forwarding herewith Permit No. WQ00001.73, dated October. 21, 1.988, to Made Hampton
Company for the construction and operation of the subject: wastewater collection
system extensions.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the. conditions and limitations as s.pe.c:l.fie(i therein.
If. any parts, requirements, or limitations con -rained in this permit are
unacceptable to you, you have the .right to request an adjudicatory hearing upon
written .request within 30 days following receipt of -this permit. This request must
be in the form of a written petition, conforming to Chapter. 150B of North Carolina
General Statutes, and filed with the Office of Admin"L.9trative. bearings, Post Office
Drawer 11666, Raleigh, North Carolina 27604. Unless si.i.ch demands are made this
permit shall be final and binding.
J
One (1) set of approved plans and specifications is being forwarded to you. If
you need additional information concerning this matter, pJease.contact Ms. Babette-
McKemi.e, telephone No. 919/733-5083, ext. .546.
cc: Jackson County Health Department
s , evii41 e Renil
ranston, Robertson & Whitehurst
Sincerely,
(�`�,
R. Paul Wilms R F C' E I VE D
Water Quality Section
0 CT"? 8 1988
Pollution Prevention Pays -
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An P—ml nnnnrhvnity Af{i-nntivP Artinn F—Inver
Asheville Regional Office
Asheville, North Carolina
State of North Carolina
Uepartment of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
Mr. A. William McKee
The Wade Hampton Company
PO Box 523
Cashiers, NC 28717
Dear Mr. McKee:
October 21, 1988
SUBJECT: Permit No. WQ0000173
Wade Hampton Company
Wade Hampton Club
Sewer Collection. System
Jackson County
R. Paul Wilms
-Director
In accordance with your application received August 8, 1.988, we are -
forwarding herewith Permit No. WQ00001.73, dated October. 21, 1.988, to Made Hampton
Company for the construction and operation of the subject: wastewater collection
system extensions.
This permit shall be effective from the date of issuance until rescinded, and
shall be subject to the. conditions and limitations as s.pe.c:l.fie(i therein.
If. any parts, requirements, or limitations con -rained in this permit are
unacceptable to you, you have the .right to request an adjudicatory hearing upon
written .request within 30 days following receipt of -this permit. This request must
be in the form of a written petition, conforming to Chapter. 150B of North Carolina
General Statutes, and filed with the Office of Admin"L.9trative. bearings, Post Office
Drawer 11666, Raleigh, North Carolina 27604. Unless si.i.ch demands are made this
permit shall be final and binding.
J
One (1) set of approved plans and specifications is being forwarded to you. If
you need additional information concerning this matter, pJease.contact Ms. Babette-
McKemi.e, telephone No. 919/733-5083, ext. .546.
cc: Jackson County Health Department
s , evii41 e Renil
ranston, Robertson & Whitehurst
Sincerely,
(�`�,
R. Paul Wilms R F C' E I VE D
Water Quality Section
0 CT"? 8 1988
Pollution Prevention Pays -
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An P—ml nnnnrhvnity Af{i-nntivP Artinn F—Inver
Asheville Regional Office
Asheville, North Carolina

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVE-1,OPMENT
RALE I GII
P E R M I T
For the discharge of Sewage, Industrial Wastes, or Ol:he.r. Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North Carolina as amended, and other applicable Laws, Riil.es, and Regulations -
PERMISSION IS HEREBY GRANTED TO
Wade Hampton Company
Jackson County
FOR THE
construction and operation of forty-five (45) single family septic tank -effluent pump
tank units with simplex 20 GPM pumps and high wate-r alarms and approximately.5,007
.linear feet of 2 and 3--inch force main to serve Wade Hampton. Club Subdivision section
E and the discharge of 16,200 GPD collected domestic wastewater i.nto the Wade Hampton
Club Wastewater Treatment Plant, pursuant to the application received August 8,
1988, and in conformity with the project plan, specifi.ca.ti.ons, and other supporting
data subsequently filed and approved by the Department or Nnturnl Resources and
Community Development and considered a part: of this permit.
This permit shall be effective from the date of issuance
until. rescinded, and
shall be subject to the following specified conditions and limitations:
1.
This permit shall become voidable unless the facilities
are constructed in
accordance with the approved plans, specifications and other
supporting data.
2.
This permit is effective only with respect to the nnl:nro
and volume of wastes
described in the application and other supporting data..
3.
The facilities shall be properly maintained and operated nt nll
times.
4.
The sewage and wastewater collected by this system shall 1,(-.
treated in the Wade
Hampton Club Wastewater Treatment Plant prior to being
di.schnrged into the
receiving stream.
5.
This permit is not transferable.
6.
Construction of the sewers shall be so scheduled so as not,
to interrupt service
by the existing utilities nor result in an overflow or
bypass discharge of
wastewater to the surface waters of the State.

7. Upon completion of construction and prior to operation of this permitted
facility, a certification must be received from a professional engineer
certifying that the permitted facility has been installed in accordance with the
requirements of this permit and the approved plans and specifications. Mail the
certification to the Permits and Engineering Unit, P.O. Box 27687, Raleigh, N.C.
27611-7687.
8. A copy of -the approved plans and specifications shall be maintained on file by
the permittee for a minimum of five years from the date of issuance.
9. The Permittee shall provide for the pump station and force main the following
items:
a. Pump-on/pump-off elevations located so that 2-8 pumping cycles may be achieved
per hour in the pump station.
b. An air relief valve located at all high points along the force main.
c. A screened vent for the wet well.
d. Fillets located in the wet well at the intersection of 'the flooring and
sidewalls.
e. Three (3) feet of cover (minimum) over the force main or the use of ferrous
material where three (3) feet cannot be maintained.
f. Sufficient devices which will protect the pump station from vandals.
g. Flood protection if the pump station is located below the 100-year flood
elevation.
10. The Operational Agreement between the Permittee and the Environmental Management
Commission is incorporated herein. by reference and is a condition of this
Permit. Noncompliance with the terms of the Operational Agreement shall subject
.the Permittee to all sanctions provided by G. S. 143-215.6 for violation of or
failure to act in accordance with the terms and conditions of this Permit.
Permit issued this the 21st day of October, 1988.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
R. Paul Wilms, Director / 1
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit No. WQ0000173

Engineer's Certification
1 , as a duly registered Professional. Engineer in the
State of North Carolina, hereby certify that construction of these permitted
facilities has been completed in accordance with ,the requirements of this permit and
the approved plans and specifications.
Signature
Permit No. 0000173
Registration Number:_ Date

State of North Carolina
nn '` Department of Natural Resources and, Community Development
U `p
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor October 15, 1986 R. Paul Wilms
S. Thomas Rhodes, Secretary I_ Director
Mr. A. William McKee, President
Wade.Hampton Company
P. 0. Box 523
Cashiers, NC 28717
SUBJECT: Permit No. 13812
Wade Hampton Company
AWmde1WH=prz'onmQ h-w
Sewer Collection System
d��k�saCn mzt�
Dear Mr. -McKee:
In accordance with your application received July 17, 1986, we are forwarding
Permit No.. 13812,:dated October 15, 1986i, to the .Wade Hampton Company for the
construction and operation of the subject.wastewater collection system.
This -permit shall be effective from the date of issuance until rescinded and
shall be subject to the conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are
unacceptable to you, you have the right to request an adjudicatory hearing upon
written request within 30 days following receipt of this permit. ,This request must
be in the form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and -filed with the Office of Administrative Hearing, Post Office
Drawer 11666,-Raleigh, North Carolina 27604.
If you wish to'have the hearing before the Hearing Officer with this.Department,
you must indicate in the petition that you waive the right to.have the contested
case conducted by a Hearing Officer in -the office of Administrative Hearings, and
wish to have the matter conducted in the Department of Natural Resources and Community
Development. Unless such demands are.made this permit shall be final and binding.
One (1) set of approved plans and specifications is being forwarded to you.
If you have any questions or need additional information concerning this matter,
please contact Mr."Donald Safrit, telephone number'919/733-5083, ext. 179.-
Sincerel yours,
RECEIVED
tCT
Quality 131vAId.
cc: Jackson County Health Dept. Paul WilmsAsheville Regional Supervisor 27 1986
Pollution Prevention Pays
Dennis R..Ramsey r�mxY�r?1 R.eglmAl offitt�
Cranston, Rob ertWB x 27687, Raleigh, North Carolina 27611-7697 Telephone [phone]Ut5
& Whitehurst A,;.�twiiia, Mnr►�++ Cs��4l>sa-
An Equal opportunityAffirmative Action Emplayer \

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION .
DEPARTMENT OF NATURAL; RESOURCES�AND COMMUNITY DEVELOPMENT
RALEIGH
P ER M. I T
For the Discharge of Sewage, Industrial Wastes, or Other Wastes
In accordance with the provisions of Article 21 of Chapter 143, General Statutes
of North -Carolina as amended, and -other applicable -Laws, Rules and Regulations
PERMISSION -IS HEREBY"GRANTED TO
Wade':Hampton Company
.Jackson County
.FOR THE
construction and -operation of approximately 20,200 lineal feet of 8-inch gravity
sewers, the following pumps stations, each equipped -with dual submersible pumps
(except for -station A which :has non -submersible pumps) and high .water alarms;
Lift Station Pump Size Force.Main Diameter Length
A
130 GPM
4"
4590'
QQ
125 GPM
4"
1125'
E-1
40 GPM
3"
2140'
— N-N
55 GPM
3"
535'
H-H
50 GPM
3"
850'
E-E
50 GPM
311.
1580'
H
55 GPM
3"
1330'
ZK.
55 GPM
3"
990'
Z-Z
'55' GPM
3"
W'
S
55' GPM
3" "
1,130'
and the discharge of collected domestic.wastewater into the Wade.Hampton Club Waste-
water Treatment:Facil.ity,
pursuant to the.application received•July.17, 1986; and in conformity with the
project plans,.specifications; and.other-supporting.data, subsequently filed and
approved by the Department of:NAtural Resouces-and Community Development and con-
sidered a :part of this permit.
This permit shall be effective from the.date of issuance until rescinded, and
shall be subject to the following specified conditions -and limitations:
1. This permit shall become voidable unless_ the.facilities are constructed in accordance
with the approved plans, specifications and.other supporting:data.'.

2. This permit is effective only with respect to the.nature and volume of wastes
described in the application and other supporting.data.
3. The.facilities shall be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be adequately treated in
the Wade Hampton Club Wastewater Treatment Plant prior to being discharged into
the receiving stream.
5. This permit is not transferable.
6. Construction -of the sewers shall be so scheduled so as not to interrupt service
by the existing. utilities nor result in an overflow or bypass discharge of wastewater
to the surface.waters of the .State.
7. The Permittee shall provide for the pump .station and force.main the following items:
a. Pump-on/pump-off elevations located so that 2-8 pumping cycles may be achieved
per hour in the pump station.
b. An air relief.valve located at all high points along the force main.
c. A screened vent for the wet well.
d. Fillets located in the wet well at the intersection of the flooring and sidewalls.
e. Three (3) feet of cover (minimum).over the force.main or the use of ferrous
material where three '(3) feet cannot be.maintained.
f. Sufficient devices which will protect the pump station from.vandals.
g. Flood protection if the pump.station is located below the 100-year flood
elevation.
8. This permit shall become voidable unless the Tri-Party Agreement covering the
operation and.maintenance of this system between the.Wade.Hampton Company,
the.Wade:Hampton Club Community, Association and the North Carolina Division
of Environmental Management is in full force and effect.
9. No.wastewater shall be discharged into the sewer collection system until the
.Wade.Hampton Club.wastewater treatment plant.has been completed and placed in
operation.

Permit No. 13812
Page 2
Permit.issued this the 15th .day of October, 1986.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Environmental Management
By Authority.of the Environmental.Management Commission
Permit No. 13812

11
4
NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E.
Governor Director
March 16, 2012
Howard Smith, Manager
Wade Hampton POA
Post Office Box 2286
Cashiers; NC, 28717
FFILE COPY
Natural Resources
Subject: Permit No. WQ0035812
Wade Hampton POA
Lift Station Improvements
Wastewater Collection System
Jackson County
Dear Mr. Smith:
Dee Freeman
Secretary
In accordance with your application received February 27, 2012, we are forwarding herewith
Permit No. W00035812, dated March 16, 2012, to Wade Hampton Property Owners Association for the
construction and operation of the subject wastewater collection system extension. This permit shall be
effective from the date of issuance until rescinded, and shall be subject to the conditions and limitations
as specified therein. This cover letter shall be considered a part of this permit and is therefore
incorporated therein by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0300 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 15A NCAC- 2T .0300; the Division of Water Quality's (Division) Gravity Sewer-­MinimumDesign Criteria adopted February 12, 1996 as applicable; and the Division's Minimum Design Criteria
for the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by the North Carolina -licensed Professional Engineer named in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina General Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
SURFACE WATER PROTECTION — ASHEVILLE REGIONAL OFFICE
Location: 2090 U.S. Highway 70, Swannanoa, NC 278
Phone: [phone] FAX: [phone]�/
Internet, tvumv netvntarnnnlifi nro
NorthCarolina

n
Wade Hampton POA Lift Station Improvements March 16, 2012 Page 2
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Wade Hampton Property Owners Association for the construction and operation of an 80-gallon per
minute pump station (Station 1-13) with duplex pumps, on -site audible and visual high water alarms, and
a portable generator receptacle with telemetry; as well as an 80-gallon per minute pump station
(Station S) with duplex pumps and a portable generator receptacle with telemetry; to serve a
residential subdivision as part of the Lift Station Improvement project, and the discharge of no
additional gallons per day of collected domestic wastewater into the Wade Hampton POA's existing -
sewerage system, pursuant to the application received February 27, 2012 and in conformity with 15A
NCAC 2T .0300; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000 as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit;
The sewage and wastewater collected by this system shall be treated in the Wade Hampton
Wastewater Treatment Facility (Permit No. NC0062553), prior to being discharged into the receiving
stream.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the form of a written petition, conforming to Chapter 150B of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh,. NC 27699-6714. Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Keith Haynes at (828)
296-4500.
Sincerely,
for Cha Wakild, P.E., Director
Division of Water Quality
Asheville_ -Regional -_office; Surface -Water Protection(WWTF Perrrit_No-NC00.62.553),
William G. Lapsley & Associates
Water Quality Central Files
PERCS Files

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
RALEIGH
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations: .
1. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC 2T .0300; the Division of Water Quality's
(Division) Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
Mains adopted June 1, 2000 as applicable; and other supporting materials unless specifically
mentioned herein.
2. This permit shall be effective only'with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The wastewater collection facilities shall be properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0300. If an individual
permit is not required, the following performance criteria shall be met as provided in 15A NCAC 2T
.0300:
a. The sewer system shall be effectively maintained and operated at all times to prevent
discharge to land or surface waters, and any contravention of the groundwater standards in
15A NCAC 2L .0200 or the surface water standards in 15A NCAC 2B .0200.
b. A map of the sewer system shall be developed and shall be actively maintained.
c. An operation and maintenance plan shall be developed and implemented.
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year).. , Pump stations that are connected to a -telemetry :system shall be
inspected at least once per week.
e. High -priority sewer lines shall be inspected at least once per every six-month period of time.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g. Inspection and maintenance records shall be maintained for a period of at least three years.
h. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a), and public notice shall be provided as required by
North Carolina General Statute §143-215.1 C.

F
PERMIT NO. W00035812, Wade Hampton POA, Lift Station Improvements. Jackson County March 16 2012
4. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be
considered on its merits and may or may not be approved.
5. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State.
6. Upon completion of construction and prior to operation of these permitted facilities, a certification,'a
copy of the construction record drawings, as well as supporting design calculations for any pump
stations permitted as part of this project shall be 'received from a North Carolina -licensed
Professional Engineer certifying that the facilities have been installed in accordance with this
permit; 15A NCAC 2T .0300; the Division's Gravity Sewer Design Criteria adopted February 12,
1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump
Station and Force Main adopted June 1, 2000 as applicable; and other supporting materials. If this
project is to be completed in phases and partially certified, you shall retain the responsibility to
track further construction approved under the same permit, and shall provide a final certificate of
completion once the entire project has been completed. A copy of the construction record
drawings, indicating the facilities constructed in the phase being certified, shall be submitted with
each partial certification. Mail the Engineer's Certification, one copy of the "Construction Record
Drawings," and one copy of the supporting design calculations to the Non -Discharge Permitting
Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617.
7. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the wastewater collection facilities.
B. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T .0300; the
Division's Gravity Sewer Design Criteria adopted February 12, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-
215.6A through §143-215.6C.
9. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
facilities.
10. The issuance of this permit shall not exempt the Permittee from complying with any and all
statutes, rules, regulations, or ordinances that may be imposed by other government agencies
(local, state and federal) which have jurisdiction, including but not limited to applicable river buffer
rules in 15A NCAC 2B .0200, erosion and sedimentation control requirements in 15A NCAC Ch. 4
and under the Division's General Permit NCG010000, and any requirements pertaining to wetlands
under 15A NCAC 26 .0200 and 15A NCAC 2H .0500.
11. Noncompliance Notification:
The ,Permittee shall report by telephone to a water quality staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours
or on the next working day, following the occurrence or first knowledge of the occurrence of either
of the following:
2

w
PERMIT NO W00035812 Wade Ham on POA Lift Station Improvements Jackson County March 16. 2012
a. Any process unit failure, due to known or unknown reasons, that. renders the facility incapable
of adequate wastewater transport, such as mechanical or electrical failures of pumps, line
blockage or breakage, etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving waters
without treatment of all or any portion of the influent to such station or facility.
Voice mail messages _or faxed information is permissible but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing
Part I of Form CS-SSO (or the most current Division approved form), within five days following first
knowledge of the occurrence. This report shall outline the actions taken or proposed to ensure that
the problem does not recur. Per Condition I(2), Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control.
Permit issued this the Sixteenth of March, 2012
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Charl�UVakild, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number WQ0035812

PERMIT NO W00035812 Wade Hampton POA, Lift Station Improvements Jackson County March 16 2012
ENGINEERING CERTIFICATION — POST CONSTRUCTION
System Description:
an 80—gallon per minute pump station (Station 1-13) with duplex pumps, on -site audible and visual high water
alarms, and a portable generator receptacle with telemetry; as well as an 80—gallon per minute pump station
(Station S) with duplex pumps and a portable generator receptacle with telemetry; to serve a residential
subdivision as part of the Lift Station Improvements project and the discharge of no additional flow
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial ❑ Final
, as a duly registered Professional Engineer in the State of North Carolina, having
been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0300; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date:
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
CHUCK CRANFORD
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY 70
SWANNANOA, NC 28778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

I
�-j9°ILt UUVI IIOWWU OO-1A
3 �-� j � ate N rth-Caro i ma
lent of Environment and Natural Resources
Division of Water Quality
FAST -TRACK APPLICATION
(FTA 12/07 ver5)
WERS, PUMP STATIONS, AND FORCE MAINS
sewer systems are not to be included as part of this application package)
INSTRUCTIONS: Indicate,.thata;yc;u<:.hhe following list of required application package items by
checking the space provided next to each applicable item. Failure to submit all required items will lead to your application
being returned as incomplete. Forms are available from the web site or by calling the Regional Office serving your county:
httpJ/h2o. enr. state. nc. us/peres/Collection %20Systems/Collection SystemApplica tions. h tml
. A. Application Form - Submit one original and one copy of the completed and appropriately executed application
form. The application should. include a project m narrative describing the final build -out design (i.e. systeand/or
pump station to ultimately serve 500 homes, but flow for only 100 homes being requested now). For modifications,
clearly explain the reason for the modification (i.e. adding another phase, changing line size/length, etc.). Only
include the modified information in this permit application - do not duplicate project information that has already
been included in the original permit.
Any changes to this for will result in the application being. returned. The Division of Water Quality (Division) will
only accept application packages that have been fully completed with all applicable items addressed. You do not
need to submit detailed plans and specifications unless you respond NO to Item B(13).
Separate applications should be made for non-contiguous sewer systems.
B. Application Fee - Submit a check in the amount of $480 made payable to: North Carolina Department of
Environment and Natural Resources (NCDENR). Checks shall be dated_ within 90 days of application submittal.
❑ C. Certificates of Public Convenience and Necessity — If the application is being submitted in the name of a
privately -owned public utility, submit two copies of the Certificate of Public Convenience and Necessity (CPCN)
which demonstrates that the public utility is:author't. - d to hold the utility franchise for the area to be served by the
sewer extension.. If a CPCN has not been issued, provide. two copies of a. letter from the North Carolina Utilities
Commission's. Public Staff that states that an application for a franchise has been received, that the service area
is. -contiguous to an existing franchised. area, and/or that franchise approval is expected. The project.name in the
CPCN or letter must match that provided in Item A(2)a of this application.
❑ D. Operational Agreements — Submit one original and two copies of a properly executed -operational agreement, as
per 15A NCAC 02T .0115, if the application is submitted by a private applicant and will be serving residential or
commercial lots (e.g., houses, condominiums, townhomes, outparcels, etc.) that will be sold to another entity. If
the applicant is a home or property owner's association, use Form HOA 02/03. If the applicant is a- developer,
use Form DEV 02/03.. :EVEN IF THE PROJECT MAY BE TURNED OVER TO A MUNICIPALITY UPON
COMPLETION, FORM DEV 02/03 IS REQUIRED.
E. Downstream Sewer, WWTF . Capacity . and Flow Tracking/Acceptance - FORM FTSE 10/07 (Flow
jj Tracking/Acceptance for Sewer Extension Permit Applications) is required:wift every application. The applicant
(and owners of downstream sewers, pump stations and/or treatment facilities submitting FORM .FTSE-10/07)
certifies that: the addition of the volume of wastewater:to be permitted in this project has been evaluated along the
0 route to the receiving :treatment plant, 'and that the flow from this project will not cause capacity related. sanitary
sewer overflows or overburden any downstream pump station en route to the receiving wastewater treatment
plant. Where the applicant is not the.:owner of the downstream sewer, submit two copies of FORM FTSE 10/07
from the owner of the downstream sewer and owner:of the WWTF, if different. The flow acceptance indicated in
FORM FTSE-10/07 must not.expire prior to permit issuance and must be dated less than one year prior to the
application date.: Submittal of this application and FORM FTSE-10/07 indicates that owner has adequate
capacity and will not violate G.S. 143-215.67(a). Intergovernmental agreements or other contracts will not be
accepted in lieu of project -specific FTSE 10/07.
F Map — Submit an.8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to identify the
entire project. area and. the. closest surface waters. Each map or, maps must show the location. of. the sewer line
and pump stations and be of reproducible quality. Include a street level map showing the downstream connection
point, and the permit number for -the downstream sewer, if known.
FTA12/07

G. ;' Stream Classifications — Watershed Classification Attachment (Form WSCAS-12/07) If any portion of the
�)� sewer system project is within 100 feet of any surface water or wetlands, the Watershed Classification Attachment
( may need to be completed. A variance must be requested for encroachment within required setbacks or buffers
pursuant to 2T .0305 (f) and be indicated in Item B-13 with supporting documentation/justification provided.
❑ H Environmental Assessments — If this project is subject to an Environmental Assessment (EA) [15A NCAC
01C], this application cannot be used. Send the project application on the most current version ofForm
PSFMGSA to the Design Management Unit, 1633 Mail Service Center, Raleigh, NC 27699-1633. Applications
cannot be accepted until a Finding of No Significant Impact (FONSI) or Environmental Impact Statement (EIS)
has been issued. A copy is to be submitted with that permit application.
❑ I.- Flow Direction — Many wastewater treatment systems are entering into agreements for regionalization efforts
and emergency treatment capacity. Parts of the system are installed so that the wastewater flow can be.directed
to more than one treatment facility. If this is the case with this project, please indicate in B(12) and give the permit
number of the second treatment facility.
J. Certifications — Section C
The application must be certified by both the applicant and the design engineer who is a North Carolina
Registered Professional Engineer (PE). The. applicant signature must match: the signing official listed in Item
A(1 b). The PE should NOT certify the application if he/she is unfamiliar with 15A NCAC Chapter 2T, the Gravity
Sewer Minimum Design Criteria (most recent version) and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (most recent version), as applicable to the project.
THE COMPLETED FTA 12/07 APPLICATION PACKAGE, INCLUDING ALL SUPPORTING..
DOCUMENTS AND $480 FEE, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax -
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone].
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin;_
Raleigh, North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt,.Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New.
Wilmington, North Carolina 28405
Hanover, Onslow; Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
585 Waughtown Street
Alamance, Alleghany, Ashe, Caswell, Davidson,
Winston-Salem, North Carolina 27107
Davie, Forsyth, Guilford, Rockingham, Randolph,
[phone]
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone] Fax
For more information, please visit our web site at:
http://h2o.enr.state.nc. uslp6reslCollection%2OSystemsICoHectionSyst6msHome.htmi
or contact the Regional Office serving your county. .
FTA12/07

USE THE TAB KEY TO MOVE FROM FIELD TO FIELD! I
Application Number: (to (to be completed by DWQ)
1.
Owner/Permittee:
a.
,I
Full Legal Name (company,_ municipality, HOA, utility, etc.)
Z`
1b.,
_.. —. ......--
S 11 1y1,�i
-
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
~
ROA1c. The legal entity who will own this system is:
❑ Individual ❑ Federal ❑ Municipality ❑ State/County ❑ Private Partne/Arrship ❑ -'Corporation Other (specify):
0 ',1
d.:
��0%� 4WX, � 1 e. l Kw
LL.,
Mailing Address City
Z
if.
y �/
� ���:NF^l Iig. l� l
Z
0
State Zip Code
1h."
�j."� l 1j•
aTelephone
Facsimile E-mail
V „ ,2.
Project (Facilityj Information:
_.`_
J "
2a.
1���a_.�_
gQV4 O 11- %P -71iit<1�N �2b. LA
Brief Project Name (permit will refer to this name) County Where Project. is Located
Contact Person:
3a.
0WAM• .
Q
Nameand Affiliation of Someone Who Can Answer Questions About this Application .
Phone Number I E-mail
'11.
Project is ,New ❑ Modification (of an existing permit) If Modification, Permit No.:
2.
Owner is ❑ Public (skip to Item B(3)) Private (go to Item.2(a))
2a.
If private, applicant will be:
2b. If sold, facilities owned by a (must choose one
❑ Retaining Ownership (i.e. store, church, single office, etc.) or
Public Utility (Instruction C)
El Leasing units (lots, townhomes, etc. - skip to Item B(3))
XHomeowner Assoc./Developer (Instruction D)
❑ Selling units (lots, townhomes, etc.:- go to Item B(2b))
3.
Z'
Owner of Wastewater Treatment Facility (WWTF) Treating.Wastewater From This Project
0: '4a.
kickmMij WMb.
N 00rj
Name of WWTF
WWTF Permit No.
5a.
Q
5b.
Gravity
5c. �—
Receiving Se er Size
Permit # of Downstream Sewer (Instruction E)
Owner of Downstream Sewer
W.Force Main
6..
The origin. of this wastewater is check all that appi ):
Z= .
esidential Subdivision
El Retail (Stores, shopping centers)
Domestic/Commercial
Apartments/Condominiums
❑ Institution
% Industrial (attach
❑ Mobile Home Park
❑ Hospital
description.)
W
❑School
❑ Restaurant
❑Church
[].Nursing Home
(RO:.contact your Regional Office
a
❑ Office
❑ Other (specify): sp eci
Pretreatment staff)
% Other (specify):
7.
Volume of wastewater to be allocated or permitted for this particular: project: gallons per day
*Do not include future flows or previously permitted allocations
8.
If the permitted flow is zero, indicate why:
❑ Pump Station, Outfall or Interceptor Line where flow will be permitted in subsequent permits that connect to this line
Flowhas already been allocated in Permit No..
�4Flow
`); or, replacement of existing sewer with no new flow expected (see 15A NCAC 02T .0303 to determine if a
��\\ permit is required)
FTA12/07

9. Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in Item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
10. Summary of Sewer Lines to be Permitted (attach additional sheets if -necessary)
Size (inches)
Length (feet)
New Gravity or Additional
Force Main
.11.
Summary of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary)
U
D
Pump Station Location ID
`-S (self chosen - as shown on plans/map for reference)
Z
-
H
Design Flow
Operational Poi nt
Power Reliability Option
Z;
(MGD) i GPM @TDH
1 -permanent generator w/ATS;
Force Main Size
-Force Main Length
g
0,
2 -. portable generator w/MTS
v
O - 0
too L
z
o
Q,
Pump Station Location ID t71N �hUAI 5 (self chosen - as shown on plans/map for reference)
Design Flow
Operational Point
Power Reliability: Option
(MGD)
GPM @TDH
1 - permanent generator w/ATS;
Force Main Size
Force Main Length
O
2 - portable generator w/MTS
?4.1-t�o
Pump Station Location ID (self chosen - as shown on plans/map for reference)
W•
M
Design Flow
Operational Point
Power Reliability Option
(MGD)
GPM @TDH
1 -permanent generator w/ATS;
Force Main Size
Force Main.Len th
g
2 - portable generator w/MTS
12. Will the. Wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
El Yes' No If Yes, permit number of 2"d treatment facility
(RO — if "yes" to B,12 please contact the Central Office PERCS Unit)
13.. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of. Pump. Stations and Force
Mains (latest version), the Gravity Sewer Minimum Design'Criteria (latest version) and 15A NCAC Chapter 2T as
licable?
Yes ❑ No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FTA12/07

;.14. 'Have the following permits/certifications been submitted for approval for the system or project to be served?
Wetland/Stream Crossings - General Permit or 401 Certification? ❑ Yes ❑ No N/A
Sedimentation and Erosion Control Plan? ❑ Yes ❑ No AN/A
Stormwater? . ❑ Yes ❑ No N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
Check if Yes: ❑ and provide details
+1. Ow;;A
�e's Certification: (Signature of Signing Official and Project Name)
I , (' (, , attest that this application for Wade Hampton Lift Station Improvements has been
..; , reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of this
application are not completed and that if all required supporting documentation and attachments are not included, this
_, ty application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
certifica ' n in any application shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
. { as we as civil p enajlllps up to $25,000 per violation.
1a. �� `` ✓��`a�
Si
° Signing Official Signature Date
(ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
1APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
Co [TO OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
--
rya{2. Professional Engineer's Certification: (Signature. of Design Engirieer and Project Name)
V_. 1, William G. Lapslev, PE, attest that this application forWade Hampton Lift Station Improvements has been reviewed
by me and is accurate, complete and consistent with the information in the engineering plans, calculations, and all other
supporting documentation to the best of my knowledge. I further attest that to the best of my knowledge the proposed
design has been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for
UJ ` Gravity Sewers adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump
() Stations and Force Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance.
Although other professionals may have developed certain portions of this submittal package, inclusion of these materials
Ci t under my signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the
proposed design. Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly
makes any false statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor
i which may include -a fine not to exceed $10, 000 as well as civil penalties up to $25,000 per violation.
�qa. William G. Lapsley
� Professional Engineer Name
2b. William G. Lapsley & Associates, PA
` Engineering Firm
:i2c. One Town Square Blvd.. Suite 320
Mailing Address
2d. Asheville -2e. NC Zf. 28803 •
:. City State Zip
-----------------
Zg. 828-687-7177 #307 i2h. 828-687-7178 2i. [e-mail]
I Telephone Facsimile E-mail
NC PE Seal. Signature & Date
s
FTA 12/07

: William .G Lapsley & Associates; P.A.
Consulting Civil .En,gine.er's' and' Land, Planhbes '
William G. Lapsley, P.E.
_ o<„;1rllliam-R:�Bv�e,�PE, .
­Prta r :� k c c r "� G.,':T.hOfT1aS JOneS IjI�.F•.f:
.February 24, 2012 _ p
r :.,r!� � ' I is �_ � .� �, • 1G�• � •�'��,.
Mr. Chuck Cranford �J 1
„ NC.Division of-Wate'r Quality
Y
zo9o.us Hwy7o FEB 2 7-IM .
Swannanoa N4orth Carolina 28778
1NA i ER CIUALITY, SEC 1101-q
RE: Wade Hampton POA z. : ASHEVILLE kEolorA� oFric�
'Sewer'Lift Station ImproWnients ,may r r
Jackson County,
Dear Mr. Cranford:
„ 18riclosed,please -find a Fast Track Application,for.the above referenced project'.
Please note that the'existing sewer.lift stations;(1.0 each) at'Wade Hai4ton were
permitted.:and constructed in 1986. ',These installafioris',do:not Have standby .electrical .,
Pow er units_available for.emergency,situations,- It.is ,our recommendation that a mobile
standby power generator unit be-purchased'for •use at. each: of these'locations. A"
connection port' &'transfer `switch will be iristalled'at-each location as part of this project:
If you have any..questions or.need'addiiional information please_feel -free to contact:
our,offce.
Sin rely
William G: Lapsl
CC: "Bild Smith, Wade HamptonPOA'
❑ . Two Town Square Boulevard; Suite 320, Biltmore Park, Asheville, NC 28803 ; ,` Website: w'ww:wgla.Com ;PFi:e 828-687-7177, " Facsimile: 828-687.-7178-...'.

PAY
TOTHE
OR m
OF
2
G.
FIRST
AM, CHECK W.
sbao 32
.,
AMWNT

TO:
WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
Consulting Engineers & Land Planners
Chuck Cranford
214 North King Street
Hendersonville, North Carolina 28792
Phone [phone]
www.wgla.com
MEMORANDUM
COMPANY:
NC Division of Water Quality
2090 US Highway 70
Swannanoa, North Carolina
28778
FROM:
William C. Lapsley, P.E.
DATE:
3/6/2013
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER:
PHONE NUMBER: WGLA PROJECT NUMBER:
RE: YOUR REFERENCE NUMBER:
Wade Hampton
❑ URGENT El FOR REVIEW ❑ PLEASE COMMENT ❑PLEASE REPLY ❑ PLEASE RECYCLE
NOTES/COMMENTS:
Chuck: Enclosed is the engineering certification on the above referenced project. We
withheld this submittal because they did not pay their invoice for our services until a few
weeks ago. Bill
RECEIVED
MAR - 7 2013
DWQ/Surface Water Protection SeWen
Asheville Regional Office
THIS FACSIMILE MESSAGE IS CONFIDENTIAL AND IS INTENDED SOLELY FOR THE ADDRESSEE ABOVE NAMED.
IF YOU ARE NOT THE INTENDED RECIPIENT OR THE PERSON RESPONSIBLE FOR DELIVERY TO THE INTENDED
RECIPIENT, YOU ARE ADVISED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS MESSAGE IS
PROHIBITED. IF YOU HAVE RECEIVED THIS MESSAGE IN ERROR,YOU ARE REQUESTED TO PLEASE NOTIFY THE
SENDER BY TELEPHONE COLLECT AND TO RETURN THE ORIGINAL MESSAGE TO THE SENDER BY U.S. MAIL.

PERMIT NO W00035812 Wade Hampton POA Lift Station Improvements, Jackson County March 16 2012
ENGINEERNG GERTIRCA` 11ON — POST COBS V RUC TM
System Description:
an 80—gallon per minute pump station (Station 1-B) with duplex pumps, on -site audible and visual high water
alarms, and a portable generator receptacle with telemetry; as well as an 80—gallon per minute pump station
(Station S) with duplex pumps and a portable generator receptacle with telemetry; to serve a residential
subdivision as part of the Lift Station Improvements project and the discharge of no additional flow
Complete and submit this form to the Asheville regional office with the following:
• One copy of the project record drawings (plan & profile views of sewer lines) of the wastewater collection
system extension
• supporting design calculations (selected pumps, system curve, operating point, available storage if portable
generator(s) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Changes to the project should be clearly identified on the record drawings or in written summary form. Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, it is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEERS CERTIFICATION
❑ Partial ,Final
I, WItx
s a duly registered Professional Engineer in the State of North Carolina, having
been authorized to periodically, ❑ weekly, ❑ full time) the construction of the above referenced
project for the Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance
of this permit; 15A NCAC 2T .0300; the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other supporting
materials.
North Carolina Professional Engineer's
seal, signature, and date: , R
RECEIVE®
/ MAR - 7 2013
DWQ/Surface Water Protection Sect on
ND Tl� &FORMAGI. ®RTI C MENTATION
11TH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
CHUCK CRANFORD
SURFACE WATER PROTECTION SUPERVISOR
ASHEVILLE REGIONAL OFFICE
2090 US HIGHWAY( 70
SWANNANOA, NC 29778
The Permittee is responsible for tracking all partial certifications up until a final certification is received. Any wastewater flow
made tributary to the wastewater collection system extension prior to completion of this Engineer's Certification shall be
considered a violation of the permit and shall subject the Permittee to appropriate enforcement actions.

WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
CONSULTING ENGINEERS & LAND PLANNERS
NC License No: C-0556
-� One Town Square Blvd.
Q . Suite 320
Asheville, NC 28803
j [phone] Fax (828) 68
wgla.com
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WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
CONSULTING ENGINEERS & LAND PLANNERS
NC License No: C-0556
One Town Square Blvd.
Suite 320
Asheville, NC 28803
[phone] Fax [phone]
wgla.com
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WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
CONSULTING ENGINEERS & LAND PLANNERS
NC License No: C-0556
One Town Square Blvd.
_ Suite 320
Asheville, NC 28803
j [phone] Fax [phone]
wgla.com
Project
Project No
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1 107,L-
Sheet No of
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Date
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WILLIAM G. LAPSLEY & ASSOCIATES, P.A.
CONSULTING ENGINEERS & LAND PLANNERS
NC License No: C-0556
One Town Square Blvd.
Suite 320
Asheville, NC 28803
[phone] Fax [phone]
wgla.com
Project U�tAw—b'0 'i�®N®
Project No —* 111-14—
Sheet No
of
Calculated By IIIAL Date d -Si 2Q
Checked By
Date
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WADE HAMPTON
CASHIERS, NC
WILLAM G. LAPSLEY ASSOC.
MILLER BROTHERS INC.
DECEIVED
MAR - 7 2013
DWQ'Sarface Water Proteqtion Section
Asheville Resin... rk;r.-..
SEWAGE LIFT STATIONS I-B &
S-1
SUBMERSIBLE GRINDER PUMPS, RAIL
SYSTEMS, &- CONTROL PANELS
Respectfully submitted:
WATER &
WASTE
EQUIPMENT
2335 Shady Lane
Cleveland, TN 37312
[phone] p
[phone] fax
Mr. Michael Bailey
[e-mail]
.�
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MAIN OFFICE
2335 SHADY LANE
CLEVELAND, TN 37312
WATER &
[phone] p
*WASTE
[phone] f
BRANCH OFFICE
f
CHURCH STREET
� EQUIPMENT
M URF REESBORO, TN 37130
URF
[phone] p
[phone] f
March 5, 2012
TO: Miller Brothers ATTN: Mr. Jim Miller FAX:
RE: Wade Hampton -Lift
Stations #1-B, #S-1
FROM: Michael Bailey
We are pleased to offer the following material and equipment for the above referenced
protect.
Four
(4)
Hydromatic Model HPGHH7500M3-2 to Include:
• 7.511P, 3450 rpm, 236volt 3Phase 60Hz Motor
• 3" Flanged Horizontal Discharge
• 35' Power and Control Cable with Seal Failure/Heat Sensor
Protection
• 6.75" Bronze, Vortex Style Impeller
• 18 Month Warranty from Date of Mfg.
• Stainless Steel Lifting Chains with Eyebolts
• Pumps for Station 1-B rated for 80 cam 690' tdh
o Pumps for Station S-1 rated for 80 gpm 115' tdh
Four.
(4)
BERS 0300H Rail Systems for 3" Flanged Pump
Discharges to Include:
• 3" Flanged Hydraulic Sealing Flange with 6-Ring Seal
• 3" NPT Vertical Threaded Discharge Port Base Elbow with
Lower Guide Supports
• Stainless Steel Upper Guide Rail Supports
• Stainless Steel Intermediate Guide Rail Supports
• 1.25" Guide Rails of 304SS Construction, Schedule 40
• Stainless Steel Guide Ears for Rail Slide, Quick Disconnect
-INTEGRATED FLUID SYSTEMS SINCE 1973-
www.waterandwaste.com

Two
(2)
OEC Duplex Pump Control Panels to Include:
• NEMA 4X Fiberglass Enclosure
• 230Volt 3Phase Incoming Power
• Flashing Alarm Lights and Horns for High Water Indication
• Four Float Switch Control System
• Pump Circuit Breakers
• Control Circuit Breakers
• Contactors with Adjustable Overloads
• Alternating Relay with Three Position Switch
• Phase Monitor Protection
• Anti -Condensate Heating Strip
• Run Lights, Fault Lights, and Seal Failure Indication
• Lightning Protection
Two
2
Stainless Steel Float Brackets with 6 Hooks Each
Eight
8
Normally Open, 30' Long, Level Control Switches with External Weights
One
1
Freight to Jobsite is Included with the Exception of Unloading
One
(1)
Start -Up Services for Both Lift Stations -One Eight Hour Day (Extra visits
subject to service charges if the lift station is not ready for start-up upon
arrival.)
Delivery is 4-6 Weeks after acceptance of submittals
EXCLUSIONS: Unless specifically stated above, all other items are excluded, including but not limited to:
piping, valves, installation, off-loading of freight delivery truck, concrete, excavation, miscellaneous
hardware, miscellaneous conduit/electrical wiring, & labor
Price is ROB Factory. Payment terms are Net 30 days. Service charges apply to balances unpaid after 30
days. Visa/Mastercard accepted. Quotation valid for 30 days from above date. Restocking fees apply to
all returned items. Partial billing will be made on partial shipments. Applicable taxes are excluded.
Standard factory warranty applies. Water & Waste Equipment, Inc.'s Standard Terms & Conditions apply
(copy available upon request). Please call with any questions.
—INTEGRATED FLUID SYSTEMS SINCE 1973—
www.waterandwaste.com

SUBMERSIBLE SEWAGE
GRINDER PUMPS
Models HPGH/HPGHH
Applications
• Residential, Commercial, Resort Area
Pump. Characteristics
i
i
I
Pum /Motor Unit
Submersible -Grinder
Phase
10
- 30 -
Horsepower
3
5
3
5
7.5
208V FLA
20.6
33.9
10.9
17.9
24.8
230V FLA
17.9
29.5
9.4 -
15.6
21.5
460V FLA
N/A
N/A
4.7
7.8
10.8
575V FLA .
N/A'
. N/A
3.8
6.2
8.6
Motor Type
Oil-Caoled
Induction
Ca acitar Start
Oil -Cooled Induction
R.P.M.
3450
Temp.
140.° F Ambient
Operation
Intermittent
Hertz
60 Hz
Thermal Overload
Bt-Metallic
Temperature
Max. Water 140° F
NEMA Design
Type L (1 0) Type B (3.0)
Insulation
Class F
Discharge Size
2" NPT-3" 125 lb. flan a (Horizontan
Unit,Wei hf
2251bs.
Power Cord
Type STW/STW-A
Water Resistant .
600V, 60° C
CSA Approved
35' Ft. Std.
- ..Materials of Construction
Motor Housing
.Cast Iron ASTM-48
Pum Casia
Cast Iron ASTM-48
Coolant/lubricant
Dielectric Oil
Shaft
Stainless Steel
Seal Faces: Carbon/Ceramic
Mechanical
Seal Body: Stainless Steel
Skoft Seal -
-Spring: Stainless Steel -
Bellows: Buna-H -
Semi -open
5-Vane Bronze
Impeller
Cutters
440C Hardened 55.60 Rockwell C
U er eun
(Radiap Single Row —Ball
Lower Bean
(Thrust) Sin le Row —Ball
Fasteners
Stainless Steel
GO

Details
A. TWO BARRIER SEAL Performance Data
One epoxy barrier and one compression fitting for maximum protection against
wicking and water seepage into the motor housing.
B. BEARINGS
The heavy-duty ball bearings, upper (radial)
and lower (thrust), are continuously
lubricated by oil to ensure long service life.
C. MOTOR
Electrical design combines the advantages of high torque output with optimum
running efficiency engineered specifically for grinder operation.
D. STATOR BOLTS
The stator is secured to the motor
housing by means of stator bolts and
retaining ring which ensure ease of
maintenance if the need ever arises.
t
E. SHAFT
Standard stainless steel shaft in grinder
pump.
F. DUAL SEALS
Dual seals for maximum moisture
protection.
G. MOISTURE PROBE
Moisture detection probe.
_ -
H. CUTTERS
Exclusive "Dual Cutter" design cuts
`h
`±
solids to smallest particle size thereby
O
greatly reducing clogging, roping,.
.I
or binding.
I. IMPELLER
Standard bronze impeller provides
Y ,
highest level of corrosion resistance
ghness from Impact
of slurry pumpage. Dimensional Data
preclude material
ft and seal.
Drizontal
scharge
/ailable
IPGHH)
I'
i
s-s/16
2' NPr
(134.94)
(Se.e)dwharg
`
--
64ai•
(5-5/16
134'94)
1
21.7M
565.62)
I (14a.as)
7-1/6 5-511
(180.97) (134.94)
Top View - Vertical Discharge
T--
standard
.-3M
(86.72)
f
.
2' NPT
)
r -
(�
Nscharge
All dimensions in inches. Metric for
-
international use. Component dimensions
3'
may vary t 1 /8 inch. Dimensional data
(76-2)
not for construction purpose unless
certified. Dimensions and weights are
approximate. On/Off level adjustable. We
reserve the right to make revisions to our
product and their specifications without notice.
- Your Authorized Local Distributor -
HYDROMATIC®
Pentair Water
USA CANADA
740 East 9th Street, Ashland, Ohio 44805 269 Trillium Drive, Kitchener, Ontario, Canada N213 4W5
Tel: [phone] Fax:[phone] www.hydromatic.com Tel:[phone] Fax:[phone]
©2010 Hydromatie, Ashland, Ohio. All Rights Reserved. Item #: E-02-6860 01 /10

WADE HAMPTON
CASHIERS, NC
WILLMM G. LAPSLEY ASSOC.
MILLER BROTHERS INC.
PUMP STATION I-B
SUBMERSIBLE GRINDER PUMPS, RAIL
SYSTEMS, AND DUPLEX CONTROL
PANEL
Respectfully submitted:
'WATER&
t7% 1 WASTE
EQUIPMENT
2335 Shady Lane
Cleveland, IN 37312
[phone] p
[phone] fax
Mr. Michael Bailey
[e-mail]

Company: Water and Waste Equipment Inc. Wade Hampton-1 B
Name: Michael Bailey
' ►�► HYDROMATIC"
Date: 3/5/2012
Pentair
8earrhCrtteasrx,.._,._:._.�..._�_.,,_.u. __ ._t,.,.�..
Size: HPGH
Flow: 80 US gpm Head: 90 ft
Type: GRINDER-SUBM
Speed: 3450 rpm
Fluid:
Synch speed: 3600 rpm
Dia: 6.25 in
-, Curve:
Impeller:
Water Temperature: 68'F
Density: 62.32 Ib/ft' Vapor pressure: 0.3391 psi a
Specific Speeds:
Ns: —
Viscosity: 0.9946 cP Atm pressure: 14.7 psi a
Nss: —
NPSHa: —
Dimensions:
Suction: —
Discharge:
Limas
Consult HYDROMATIC to select a motor for this pump.
;Pump;
.__.. — .,_ -,
Temperature: —
Power. —
Pressure: —
Eye area: —
Sphere size: —
Flow: 80 US gpm
Head: 90.6 ft
Eff: — %
Power. 4.62 hp
NPSHr: —
Shutoff head: 157 ft
Shutoff dP: 67.9 psi
Min flow: —
BEP: — %
NOL power.
4.95 hp @ 109 US gpm
�-
Max power..
6.88 hp @ 120 US gpm
200
6:75 i \
..
6.25in.
150
5.75 in..
\ .
5.25- in.
- --
100
\
\"
\
m
=
4.75 in
\
4.25 in
7.5 #ip\
50
2 hp
5 hp
i
0
—
10 20
30 40 50 60 70 80 90 100 110 120
0.5
CL
0
10
'
Z
20
30 40 50 60 70 80 90 lob 110• '!20
US gpm
Performance Evaluation z _'; � �` ,
Flow
Speed
Head
Efficiency Power NPSHr
US gpm
rpm
ft
% hp ft
96
3450
64.4
— 4.8 —
80
3450
90.6
— 4.62 —
64
2
3450
111
— 4.4 —
48
3450
124
— 4.17 —
32
3450
136
— 3.91 —
J H2Optimize Hydromatic 9
Selected from catalog: Grinder Pumps 60Hz Vers: Apr 2011

MMLIMMI
tIUM MBE
MMMMME
OMMENME
RLNMLRS
tOMMMIL,
OMME
flpGfl/flpGflfl
WNW

Section GRINDER Page 304
Dated MARCH 2O09
Supersedes JUNE 2002
Electrical
Data
MODEL: HPGH /HPGHH-Standard Grinder Pump
R.P.M.
3450
MOTOR TYPE
ENCLOSED, OIL COOLED INDUCTION
MOTOR DESIGN NEMA TYPE
B (3o) -6+*o)-
GENERAL INSULATION CLASS
F
STATOR WINDING CLASS
F
MAXIMUM STATOR TEMPERATURE
1550C - 311 OF
MOTOR PROTECTION
BI-METALLIC, TEMPERATURE SENSITIVE DISC,
SIZED TO OPEN AT 1200C AND AUTOMATICALLY
RESET @ 30-350C DIFFERENTIAL, ONE 1N
SINGLE PHASE, TWO IN THREE PHASE
ELECTRICAL RATINGS
HEAT
SENSOR
24VDC
5AMPS
115VAC
5AMPS
230VAC
5AMPS
SEAL FAIL
300VAC 5mA
VOLTAGE TOLERANCE
t10%
--v
3.0
200
1
F
1.2
20.6
24.7
81
'3.8
16.2
4.1
230
17.9
21.5
70.5
5.0
200
1
F
1.2
33.9
40.6
125
6.6
28.8
6.8
5.0
230
1
F
1.2
29.5
35.4
125
6.6
28.8
6.8
4-0
200
3
G
1.2
10.9
13.0
53
3.2
14.4
3.8
230
460
9.4
11.2
462
4.7
5.6
23
575
3.8
4.5
18.5
-
200
3
G
12
1
17.9
21.5
83
5.4
28.7
6.2
230
15.6
18.7
72
460
7.8
9.4
36
575
6.2
7.4
28.8
7.5
N&
3
H
1.2
�M8
29T
1
7.4
-
51.8
-
8.6
230
21:5-
25.8
130
5
le.
.1,2„ 9
4w-j
1075-i:p
uvnQnu wTlf+®

Section, GRINDER' 'P�ge 404 h •
Dated DECEMBER 2002 Techn�cq I I "'
Supersedes JULY .20.00 Dq�'f
I
MODEL: HPGH/HP.CHH — 5taindard :Grinder Pumps
Physical Data:
..DISCHARGE SIZE
T ^"''` '; 3" 125 LB. FLANGE'ON HPGHH
IMPELLER TYPE
SEMI -OPEN 5 VANE
CABLE LENGTH
30' STANDARD
PAINT
PAINTED AFTER: -ASSEMBLY. DARK GREEN,
ENAMEL, ONE COAT, AIR.DRIED.
Temperature:
MAXIMUM LIQUID 14nor:
MAXIMUM STATOR
311 °F
OIL FLASH POINT
390°F
-HEAT SENSOR Open:
Closed:
257°F MAX./239°F MIN.
194°F MAX./1490F MIN.
Technical .Data:
POWER CORD TYPE
STW/STW-A WATER RESISTANT.600V, 60°C
SENSOR CORD TYPE
16-4 STW-A WATER RESISTANT 600V, 60°C, 10 AMPS
MOTOR HOUSING
CAST IRON ASTM A-48 CLASS 30
CASING
CAST IRON ASTM - A-48 CLASS 30
u- Z
00
IMPELLER
RED BRASS#85-5-5-5 ASTM B584-836
U)
D
CUTTERS
Stationary:
440C STAINLESS STEEL HARDENED -TO 55-60 ROCKWELL C
w
Upper (Axial):
440C STAINLESS STEEL HARDENED TO 55-60 ROCKWELL C
Z
Lower (Radial):
440C STAINLESS STEEL HARDENED TO 55-60 ROCKWELL C
MOTOR SHAFT
416 STAINLESS STEEL
HARDWARE
300 SERIES STAINLESS STEEL
"O" RINGS
BUNA N
.MECHANICAL SEALS
Standard:
UPPER AND'LOWER CARBON/CERAMIC/BUNA-N, TYPE 21
Optional:
LOWER TUNGSTEN CARBIDE/TUNGSTEN CARBIDE/BUNA-N, TYPE 21
UPPER BEARING
(RADIAL) SINGLE ROW BALL.(6303) '
LOWER BEARING
(THRUST. SINGLE ROW BALL (3307)
MIN. B-10 BEARING LIFE-
50,000 Hrs
P
HYDROMATIQ(P'

Section .GRINDER 'Page 206
Dated 1UVY :2000
Supersedes MAY 1999
-sin, ail
r
HQraontal.Discharge
3/4" Dia. holes 4 places
equally spaced on a 6" Dia.
B.(. straddle centerline
A
B
C
D
E
F
G
H
HPGHH
22-7/t
13-3/4-
174/.8
-9.-11/16
8-1/4
18-1/8
4-27/32 .._
.. 4
2
ttorizontai uiscnarge
`HYDRO-MAT16
AILDIMENSIONS IN INCHES
NOTE. (ASTING. DIMEN5IONS MAY VARY ± 1/8"
I

m
Ifeello Basic Installation Instructions: BERS-0300H Series
0
� o
•� o 0
o
Z
FIGURE 1 FIGURE 2
Pull Out Flange Assembly Instructions: Figure 1 shows all of the parts included with the pull-out flange assembly. This is the removable portion of
the FreefloTM base elbow rail system assembly, and it is this assembly that will attach to the discharge of the pump (see figure 2). The pull out flange
will bolt to the pump discharge flange as shown. A 3" flange gasket flange should be placed between the pull out flange and the pump discharge
flange. The pump flange is secured to the pull out flange by four (4) 5/8% bolts, lock washers, and hex nuts. After attaching the pull out flange
assembly to the pump discharge flange, the lifting chain or cable assembly should be attached (see reverse side). This should be adequately sized to
handle the weight of the pump and the pull out flange assembly as well as be long enough to allow for easy access for pulling the pump (continued on
reverse side of this page).

Tn
freefloBasic Installation Instruction (coat.)
p O�q N� IM
Base Elbow Installation Instruction: There are two main components to the FreefloTM base elbow rail system, the
stationary base and the pull out flange assembly. The stationary base will be secured to the bottom of the basin or
collection tank. The base elbow should .be positioned per the job specifications and the pump manufacturer's
j recommendations to allow for proper alignment with the access hatch for removal and installation of the pump or
pumps. The base elbow is designed to be secured with four (4) studs, lock -washers, and nuts. It is important to
make sure the elbow is secured to the basin or collection tank bottom to prevent it from moving or vibrating. After
the elbow is installed the remaining items can be installed (i.e. piping, valve, guide rails, rail supports, etc.) into the
tank. After this is done, simply attach the pull out flange assembly to the pump, and lower the pump into the tank as

SST GUIDE
RAILS
DUCTILE IRON
PULL OUT FLANGE
W/3" ANSI FLANGE
DUCTILE IRON
BASE ELBOW
W/3" NPT DISCH.
ALL INFORMATION CONTAINED IN THIS DRAWING IS
CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC.
CHANGES TOLERANCES DRAWN BY DATE
F DECIMALS D. MIDDLETON 07/15/04
E xxx = t.005
D Ax = t.010 MATERIAL SPECIFICATION:
C FRACTIONAL
x/x = t.1/64 A
B. ANGLES S NOTED
Alx' = f1/27
PARTS LIST
PAGE
1
SST UPPER GUIDE
BRACKET
SST INTERMEDIATE
GUIDE BRACKET
SST LOWER GUIDE
RAIL PLATE
E *I ' 14 i ' r
6:4 :*1*
3" HORIZONTAL L/O
PART LI ST
1/81 BERS 300H

NOTE: ALL DIMENSIONS ARE IN INCHES.
MATERIALS OF CONSTRUCTION:
BASE ELBOW: CAST DUCTILE IRON
LIFT-0UT FLANGE: CAST DUCTILE IRON
LOWER GUIDE BRACKET: 304 SST
ALL FASTENERS ARE 304 SERIES SST
USEABLE GUIDE RAIL SIZES: 4",1",14"
SPHERICAL SOLIDS SIZE: 3" Diameter.
MAXIMUM WEIGHT ALLOWANCE: 4001bs.
MOUNTING DIMENSIONS
64 4
—�I 31
—7—
— 82 —
BASE ELBOW
14
4 82 74
0?jx1"LONG
SLOTS
114 REF
u
616 L LOWER GUIDE PLATE '
LIFT -OUT FLANGE
44 STD. 3" FLANGE
ALL INFORMATION CONTAINED IN THIS DRAWING IS
CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC.
CHANGES TOLERANCES DRAWN BY DATE
F DECIMALS D. MIDDLETON 07/15/04
E .xxx = t.005
xx = t.010 MATERIAL SPECIFICATION:
FRACTIONAL C
� xx = t.1/64
FAS NOTED
ANGLES x• = f 1 /2•
BERS 300H
3" NPT DISCH.
0
54
HOLES
PAGE
1
SPECIFICATION SHEET
DIMENSIONAL DATA
1/813" LIFT OUT DIM

NOTE: MOUNTING SLOTS ARE D 6
GUIDE BRACKET
PAGE
1
DIM "B"
DIM "C"
DIM "Dill
DIM "D2"
.I
DIM "Ell
DIM "A"
MODEL NO.
DIA. "A"
DIM "B"
DIM "C"
DIM "D1"
DIM 111)2"
DIM "Ell
UGB-SS
1 1 /2"
10"
2 1 8"
3 7/8"
2 7 8"
7"
ALL INFORMATION CONTAINED IN THIS DRAWING IS
CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC.
uVC
CHANGES
TOLERANCES
DRAWN BY
DATE
SPECIFICATION SHEET
F
DECIMALS
xxx = t.005
Ax. = t.010
FRACTIONAL
D. MIDDLETON
12/15/04
DIMENSIONAL DATA
E
MATERIAL SPECIFICATION:
D
C
SCALE:
PART NO.
x/64
ANGLES
300 SERIES SST
GUIDE BRACKET
HALF
B
A
x. = t1/7

FLOAT SWITCH CONTROL DUTY
2900 MECHANICAL SERIES — NARROW ANGLE FLOAT SWITCH
GENERAL
DESIGNED FOR ACCURATE LIQUID LEVEL CONTROL IN MANY APPLICATIONS INCLUDING
POTABLE WATER OR SEWAGE ENVIRONMENTS. THE FLOAT SWITCH CAN BE UTILIZED
TO SIGNIFY SPECIFIC WATER LEVELS OR FOR DIRECT ALARM ACTUATION.
SWITCH VARIATIONS
NORMALLY OPEN (N/0)
THE CONTACTS ARE OPEN (OR OFF) IN THE HANGING POSITION. AS THE FLOAT
RISES 1° (5°) ABOVE HORIZONTAL, THE CONTACTS BECOME CLOSED AND
ACTUATE (TURN ON) THE SWITCH. THIS FLOAT IS GENERALLY USED IN PUMP DOWN
APPLICATIONS.
NORMALLY CLOSED (N/C)
THE CONTACTS ARE CLOSED (OR ON) IN THE HANGING POSITION. AS THE FLOAT
RISES 1" (5-) ABOVE HORIZONTAL, THE CONTACTS BECOME OPEN AND ACTUATE
(TURN OFF) THE SWITCH. THIS FLOAT IS GENERALLY USED IN PUMP UP
APPLICATIONS.
SINGLE POLE, DOUBLE THROW (SPDT)
A VARIATION OF THE PREVIOUSLY LISTED SWITCHES. THIS FLOAT SWITCH CAN BE
WIRED TO OPERATE AS EITHER (BUT NOT BOTH) A NORMALLY OPEN OR NORMALLY
CLOSED SWITCH BASED ON THE USER'S NEED.
SWITCH SPECIFICATIONS
2900 SERIES MECHANICAL FLOAT SWITCHES ARE DESIGNED TO OPERATE UNDER THE
FOLLOWING PARAMETERS.
MINIMUM OPERATING TEMPERATURE -
wol
32 DEGREES F.
MAXIMUM OPERATING TEMPERATURE -
190 DEGREES F.
ELECTRICAL RATING -
10 AMP —120 VAC, 5 AMP — 240 VAC
ACTUATION POINT -
1° ABOVE / BELOW HORIZONTAL.
POWER CORD SPECIFICATIONS
CONDUCTOR CORD — PHYSICAL - CHLORINATED POLY ETHYLENE.
ELECTRICAL FOR N/0 OR N/C SWITCH - 16 AWG' 2, TYPE SJOW 300 VOLT.
ELECTRICAL FOR SPDT SWITCH - 16 AWG 3, TYPE SJOW-300 VOLT.
FLOAT SPECIFICATIONS
DURABLE ABS MATERIAL CONSTRUCTION.
LEAK PROOF, SHOCK PROOF, AND IMPACT RESISTANT.
RESISTANT TO SEWAGE AND WASTEWATER APPLICATIONS.
FOR USE WITH INTRINSICALLY SAFE CIRCUITS.
CORD WEIGHT
ZINC PLATED CAST IRON —1.22 LBS.
SPLIT WEIGHT DESIGN ALLOWS FOR EASY ADJUSTMENT.
DESIGN ALLOWS FOR SECURE AND PERMANENT ATTACHMENT TO CORD.
CIP
CONERY MFG INC 1380 ENTERPRISE PARKWAY ASHLAND, OH 44805
[e-mail] PH [phone] FAX [phone]

16/2 SJOW CABLE (SPST)
16/3 SJOW CABLE (SPDT)
16 REF
0213
16
2900 SERIES 133
FLOAT WEIGHT
(OPTIONAL)
PAGE
1
ALL INFORMATION CONTAINED IN THIS DRAWING IS
CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC. YAG aYC
CHANGES TOLERANCES DRAWN BY DATE SPECIFICATION SHEET
D. MIDDLETON 02/20/04
E DECIMALS MECHANICAL FLOAT
D xx = t.010 MATERIAL SPECIFICATION:
C FRACTIONAL SCALE: PART NO.
B x/ANGLES64 MECHANICAL NARROW NFLOAT HALF GLE2900 SERIES B3
Alx = ±11T

NOTE: ALL ELECTRICAL DIAGRAMS SHOWN ARE EXAMPLES ONLY,
CONSULT WITH LOCAL ELECTRICAL AUTHORITIES AND CODES.
DO NOT USE THESE PRODUCTS IN GASOLINE, VOLATILES,
OTHER COMBUSTIBLES.
FOR PUMP DOWN USE
(NORMALLY OPEN FLOATS)
FOR PUMP UP USE
(NORMALLY CLOSED FLOATS)
LINE
M1
M2
M1 CONTACT TO LEAD
zL- MOTOR STARTER
M2''- CONTACT TO LAG
�- PUMP MOTOR STARTER
LINE .
VOLTAGE
FLOAT 3
FLOAT 2
FLOAT 1
ALARM
LIGHT
2900 SERIES B3
TYPICAL MOUNTING
HIGH WATER ALARM
(NORMALL OPEN FLOAT)
LL INFORMATION CONTAINED IN THIS DRAWING IS
ONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC.
CHANGES
TOLERANCES
DRAWN BY
DATE
DECIMALS
XXX = t.005
xx = t.010
FRACTIONAL
X/X = f.1/64
ANGLES
X' = t 1 /2'
D. MIDDLETON
02/20/04
MATERIAL SPECIFICATION:
NARROW ANGLE
MECHANICAL FLOAT
PAGE
2
FLOAT 4
\T 3
lC0:::NW
Awo kw
SPECIFICATION SHEET
MECHANICAL FLOAT
NEI 2900 SERIES B3

WADE HAMPTON
CASHIERS, NC
WILLTAM G. LAPSLEY ASSOC.
MILLER BROTHERS INC.
PUMP STATION S-1
SUBMERSIBLE GRINDER PUMPS, RAIL
- SYSTEMS, AND DUPLEX CONTROL
PANEL
Respectfully submitted:
IWATER &
* WASTE
EQUIPMENT
2335 Shady Lane
Cleveland, TN 37312
[phone] p
[phone] fax
Mr. Michael Bailey
[e-mail]

Company: Water and Waste Equipment Inc, Wade Hampton-81
Name: Michael Bailey
Date: 3/5/2012
HYDROMATtCA
Pentair
Size: HPGHH
Flow: 80 US gpm Head: 115 ft
Type: GRINDER-SUBM
Speed: 3450 rpm
a
Fluid
Synch speed: 3600 rpm
Dia: 6.6875 in
- x - •• _.._ __ . _ �__. _u_,, , ._. �_ _, M.� ___ ._,.._ .
Water Temperature: 68'F
Curve:
Impeller.
Density: 62.32 Ibfft' Vapor pressure: 0.3391 psi a
Speck Speeds:
Ns: —
Viscosity: 0.9946 cP Alm pressure: 14.7 psi a
-_'
Nss: —
NPSHa: —
Dimensions:
Suction: —
Discharge:
Consult HYDROMATIC to select a motor for this pump.
Temperature: Power: —
Pressure: — Eye area: —
Sphere size: —
Flow: 80 US gpm
Head: 116 ft
Eff: — %
Power. 5.49 hp
NPSHr: —
Design,Curye s
Shutoff head: 182 ft
Shutoff dP: 78.6 psi
Min flow: —
SEP: — %
NOL power.
5.61 hp @ 89.9 US gpm
— Max�Gurve _
Max power
6.88 hp @ 120 US gpm
200 6.87 in -
�� in .
6.25 in - -
,
150
5.75 in
5.25 in:
\
100
=
4.76 in
\
4.25 in
\ . - r ...
\ T.6 bp\
50
\
2 hp .
5 hp
0
3100
10 20 30 40
50
60 70 80 00 110
i 0.5
-
Vi
-
e --
CL 0
Z
10 20 30 40
50
60. 70 80 90 100 110
US gpm
Flow
Speed
Head Efficiency
Power NPSHr
US gpm
rpm
ft %
hp ft
96
3450
85.7 —
5.61 -
-� 80
3460
116 —
5.49 —
64
3450
136 —
5 —
48
3450
148 —
4.56 —
32
3450
158 —
4.18 —
120
120
i
H2Optimize Hydromatic 9 Selected from catalog: Grinder Pumps 60Hz Vers: Apr 2011

flpGfl/flpGflfl
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!\n!!!!!E!!!!■
mmmomm!!!!!i!■
i\i!!o!!!!!!!■
!!W\!!\\i!i!!m
i!!l►iiiO!!i!!
iii!lriniiofii!
iii!!ii\m!\if!
\'\i!!ii!\lE1►ii
i!►!liiiipiiwm
Eiiwbmiii!lammo
!!SliommmmwEli
■!S!!!w!!!lEw!
t!i!!!!eo!!w!!
!Q!!!!!!!t!14.zl t
Eltot!!!E!ow z E
E!!!\!E!!lEA&i
omE!lftmm!limmw
■mom!!tm!!!!wm
■!!b\lENN!!!!O
■!liao!!i!!!!i
■!i!!!. !!i!i!!
i�iili�.ii\ii`!i1►'�iill�fi
iill►Eiil1.�lt:iEl:iiif
ii!!!►t►2! �!!►'.Milt"'-7Ei
E!!E!Ewmm !L!!!L_mmm
E!!ElEEONUFAE■E!!E!!E
EE!!!!MMMO mmmmEloE
■!!!!!i!!mL®Jommmmmm

Section GRINDER Page 304
Dated MARCH 2O09
Supersedes JUNE 2002
Electrical
DaNr
MODEL: HPGH /HPGHH-Standard Grinder Pump
R.P.M.
3450
MOTOR TYPE
ENCLOSED, OIL COOLED INDUCTION
MOTOR DESIGN NEMA TYPE
B (3o) L (1e)
GENERAL INSULATION CLASS
F
STATOR WINDING CLASS
F
MAXIMUM STATOR TEMPERATURE
1550C - 311 OF
MOTOR PROTECTION
BI-METALLIC, TEMPERATURE SENSITIVE DISC,
SIZED TO OPEN AT 1200C AND AUTOMATICALLY
RESET C& 30-350C DIFFERENTIAL, ONE 1N
SINGLE PHASE, TWO 1N THREE PHASE
ELECTRICAL RATINGS
HEAT
SENSOR
24VDC
5AMPS
115VAC
5AMPS
230VAC
5AMPS
SEAL FAIL
300VAC 5mA
VOLTAGE TOLERANCE
t10%
0
4 '4
3.0
200
1
F
1.2
20.6
24.7
81
3.8
16.2
4.1
230
17.9
21.5
70.5
5.0
200
1
F
1.2
33.9
40.6
125
6.6
28.8
6.8
5.0
230
1
F
1.2
29.5
35.4
125
6.6
28.8
6.8
2w
3
G
1.2
10.9
13.0
53
3.2
-14.4
3.8
469-
9.4
11.2
46.2
4.7
5.6
23
175"
3.8
4.5
18.5
44t`
29&
3
G
1.2
17.9
21.5
83
5.4
28.7
6.2
7.8
94
36
515"
6.2
7.4
28.8
7.5
3
H
1.2
w
14"
7.4
51.8
8.6
230
21.5
25.81
130
4%
MIS
1&
Ift
65-
44-
me
-w
uvn0f%M A'r1f%-8

Section GRINDER Page 40.4
Dated DECEMBER 20.02
Supersedes.JULY 2000
• y r
Tectin�c'a
D;afva `
9
MODEL: HPGH/HP:CHH - :Standard ,G.rinder Pumps
Physical Data:
.DISCHARGE SIZE
, 3" 125 LB.:FLANGE'ON HPGHH
,IMPELLER TYPE
SEMI -OPEN 5 VANE
CABLE LENGTH
30' STANDARD
PAINT
PAINTED AFTER. -ASSEMBLY. DARK GREEN,
ENAMEL, ONE COAT, AIR DRIED.
Temperature:
MAXIMUM LIQUID
140OF
MAXIMUM STATOR
311 OF
OIL FLASH POINT
390OF
HEAT SENSOR Open:
Closed:
2570F MAX./2390F MIN.
1940F MAX./1490E-MIN.
Technical Data:
POWER CORD TYPE
STW/STW-A WATER RESISTANT-600V, 600C
SENSOR CORD TYPE
16-4 STW-A WATER RESISTANT 600V, 60°C, 10 AMPS
MOTOR HOUSING
CAST IRON ASTM A-48 CLASS 30
CASING
CAST IRON . ASTM A-48 CLASS 30
u- Z
00
IMPELLER
RED BRASS #85-5-5-5 ASTM'13584-836
cn
CUTTERS
Stationary:
440C STAINLESS STEEL HARDENED -TO 55-60 ROCKWELL C
CC
Upper (Axial):
440C STAINLESS STEEL HARDENED TO 55-60 ROCKWELL C
z
Lower (Radial):
440C STAINLESS'STEEL HARDENED TO 55-60 ROCKWELL C
MOTOR SHAFT
416 STAINLESS STEEL
HARDWARE
300 SERIES,STAINLESS STEEL
"O" RINGS
BUNA N
MECHANICAL SEALS
Standard:
'UPPER'AND LOWER CARBON/CERAMIC/BUNA-N,-TYPE 21
Optional:
LOWER.TUNGSTEN CARBIDEIrUNGSTEN CARBIDE/BUNA-N, TYPE 21
UPPER BEARING
(RADIAL) SINGLE ROW BALL' .(6303)'
LOWER BEARING
(THRUST) SINGLE ROW BALL- (3307)
MIN. B-10 BEARING LIFE
50,000 Hrs
(ri° FIYDROMATIC

Section GRINDER 'P.Oge 206
D&Od 10TY.2000
Supersedes MAY 1999
Hqrixonjal,
jn
314" Dia. holes 4 places
equally spaced on a 6" Dia.
B.C. straddle centerline'
a
A
B
C
D
E
f
G
H,
HPGHH
.22
13-3/4
1741-
9
18-1/8-
4 j,/3 2
4
Horizontal Discharge
Y1--DR'QMATICP.
ALUDIMENSIONS IN IN(HB
NOTE (ASTINGUMENS-IONS -WAY VARY ± i/r

7A
re o Basic Installation Instructions: BERS-0300H Series
0
0
0
O 0 0 A 1 �r/••�
Q r A
,O
,0.
FIGURE 1 FIGURE 2
Pull Out Flange Assembly Instructions: Figure 1 shows all of the parts included with the pull-out flange assembly. This is the removable portion of
the FreefloTM base elbow rail system assembly, and it is this assembly that will attach to the discharge of the pump (see figure 2). The pull out flange
will bolt to the pump discharge flange as shown. A 3" flange gasket flange should be placed between the pull out flange and the pump discharge
flange. The pump flange is secured to the pull out flange by four (4) 5/8"- bolts, lock washers, and hex nuts. After attaching the pull out flange
assembly to the pump discharge flange, the lifting chain or cable assembly should be attached (see reverse side). This should be adequately sized to
handle the weight of the pump and the pull out flange assembly as well as be long enough to allow for easy access for pulling the pump (continued on
reverse side of this page).

-- to
Basic Installation Instruction (coat.)
No«M�M
Base Elbow Installation Instruction: There are two main components to the FreefloTM base elbow rail system, the
stationary base and the pull out flange assembly. The stationary base will be secured to the bottom of the basin or
collection tank. The base elbow should be positioned per the job specifications and the pump manufacturer's
recommendations to allow for proper alignment with the access hatch for removal and installation of the pump or
pumps. The base elbow is designed to be secured with four (4) studs, lock -washers, and nuts. It is important to
t make sure the elbow is secured to the basin or collection tank bottom to prevent it from moving or vibrating. After
_l the elbow is installed the remaining items can be installed (i.e. piping, valve, guide rails, rail supports, etc.) into the
tank. After this is done simply attach the pull out flange assembly to the pump, and lower the pump into the tank as

SST GUIDE
RAILS
DUCTILE IRON
PULL OUT FLANGE
W/3' ANSI FLANGE
DUCTILE IRON
BASE ELBOW
W/3" NPT DISCH.
LL INFORMATION CONTAINEI
ONFIDENTIAL AND PROPRIE...... .�.,_... ......
CHANGES TOLERANCES DRAWN BY DATE
DECIMALS D_ MIDDLETON 07/15/04
XXX = t.005
X = t.010 MATERIAL SPECIFICATION:
FRACTIONAL
X/X = t.1/64 ANGLES AS NOTED
I PARTS LI ST
3" HORIZONTAL L/O
PART LIST
1/81 BERS 300H
'7%E

NOTE: ALL DIMENSIONS ARE IN INCHES.
-- MATERIALS OF CONSTRUCTION:
BASE ELBOW: CAST DUCTILE IRON
LIFT-0UT FLANGE: CAST DUCTILE IRON
_ ! LOWER GUIDE BRACKET. 304 SST
ALL FASTENERS ARE 304 SERIES SST
{ USEABLE GUIDE RAIL SIZES: 4",1",11"
SPHERICAL SOLIDS SIZE: 3" Diameter.
MAXIMUM WEIGHT ALLOWANCE: 4001bs.
MOUNTING DIMENSIONS
4
BASE ELBOW
N
0}j X 1" LONG 12'
SLOTS I
114 REF
4
LOWER GUIDE PLATE
r— LIFT -OUT FLANGE
1 3 .
74 44 STD. 3" FLANGE
.
ALL INFORMATION CONTAINED IN THIS DRAWING IS
I CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC.
CHANGES TOLERANCES DRAWN BY DATE
F DECIMALS D. MIDDLETON 07/15/04
E xxx = t.005
D xx = t.010 MATERIAL SPECIFICATION:
FRACTIONAL
C x/x = t.1/64 AS NOTED
B ANGLES
n x' = t1 /2•
BERS 300H
PAGE
1
7
3" NPT DISCH.
6
0 9
1 51
4
04 HOLES
ONE
um w
SPECIFICATION SHEET
DIMENSIONAL DATA
1/8 13" LIFT OUT DIM

NOTE: MOUNTING SLOTS ARE017
GUIDE BRACKET
PAGE
1
DIM "B"
DIM INCH
DIM "D1"
. DIM "D2"
DIM "En
DIM "A"
MODEL NO.
DIA. "All
DIM 11B 11
DIM C
DIM D1
DIM "D211
DIM"Ell
UGB—SS
1 1 /2"
10"
2 1 8"
3 7/8"
2 7 8"
7"
ALL INFORMATION CONTAINED IN THIS DRAWING IS
CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC.
1�1C
CHANGES
TOLERANCES
DRAWN BY
DATE
SPECIFICATION SHEET
DECIMALS
XXX = t.005
XX. = t.010
FRACTIONAL
D. MIDDLETON
12/15/04
DIMENSIONAL DATA
E
MATERIAL SPECIFICATION:
D
C
SCALE:
PART NO.
X/ANGLES64
300 SERIES SST
GUIDE BRACKET
HALF
Bi
Alx
= t, /r

FLOAT SWITCH,- CONTROL DUTY
2900 MECHANICAL SERIES - NARROW ANGLE FLOAT SWITCH
GENERAL
DESIGNED FOR ACCURATE LIQUID LEVEL CONTROL IN MANY APPLICATIONS INCLUDING
POTABLE WATER OR SEWAGE ENVIRONMENTS. THE FLOAT SWITCH CAN BE UTILIZED
TO SIGNIFY SPECIFIC WATER LEVELS OR FOR DIRECT ALARM ACTUATION.
SWITCH VARIATIONS
NORMALLY OPEN (N/O)
THE CONTACTS ARE OPEN (OR OFF) IN THE HANGING POSITION. AS THE FLOAT
RISES 1° (5°) ABOVE HORIZONTAL, THE CONTACTS BECOME CLOSED AND
ACTUATE (TURN ON) THE SWITCH. THIS FLOAT IS GENERALLY USED IN PUMP DOWN
APPLICATIONS.
NORMALLY CLOSED (N/C)
THE CONTACTS ARE CLOSED (OR ON) IN THE HANGING POSITION. AS THE FLOAT
RISES 1" (5°) ABOVE HORIZONTAL, THE CONTACTS BECOME OPEN AND ACTUATE
(TURN OFF) THE SWITCH. THIS FLOAT IS GENERALLY USED IN PUMP UP
APPLICATIONS.
SINGLE POLE, DOUBLE THROW (SPDT)
A VARIATION OF THE PREVIOUSLY LISTED SWITCHES. THIS FLOAT SWITCH CAN BE
WIRED TO OPERATE AS EITHER (BUT NOT BOTH) A NORMALLY OPEN OR NORMALLY
CLOSED SWITCH BASED ON THE USER'S NEED.
SWITCH SPECIFICATIONS
�.�
2900 SERIES MECHANICAL FLOAT SWITCHES ARE
DESIGNED TO OPERATE UNDER THE
FOLLOWING PARAMETERS.
MINIMUM OPERATING TEMPERATURE -
32 DEGREES F.
MAXIMUM OPERATING TEMPERATURE -
190 DEGREES F.
ELECTRICAL RATING -
10 AMP —120 VAC, 5 AMP — 240 VAC
ACTUATION POINT -
1° ABOVE / BELOW HORIZONTAL
POWER CORD SPECIFICATIONS
CONDUCTOR CORD — PHYSICAL - CHLORINATED POLY ETHYLENE.
ELECTRICAL FOR N/O OR N/C SWITCH - 16 AWG 2, TYPE SJOW300 VOLT.
ELECTRICAL FOR SPDT SWITCH - 16 AWG 3, TYPE SJOW-300 VOLT.
FLOAT SPECIFICATIONS
DURABLE ABS MATERIAL CONSTRUCTION.
LEAK PROOF, SHOCK PROOF, AND IMPACT RESISTANT.
RESISTANT TO SEWAGE AND WASTEWATER APPLICATIONS.
FOR USE WITH INTRINSICALLY SAFE CIRCUITS.
CORD WEIGHT
ZINC PLATED CAST IRON —1.22 LBS.
SPLIT WEIGHT DESIGN ALLOWS FOR EASY ADJUSTMENT.
DESIGN ALLOWS FOR SECURE AND PERMANENT ATTACHMENT TO CORD.
tc
CONERY MFG INC 1380 ENTERPRISE PARKWAY ASHLAND, OH 44805
[e-mail] PH [phone] FAX [phone]

16/2 SJOW CABLE (SPST)
16/3 SJOW CABLE (SPDT)
16 REF
0213
16
2900 SERIES 63
PAGE
t
FLOAT WEIGHT
(OPTIONAL)
ALL INFORMATION CONTAINED IN THIS DRAWING IS <c
CONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC. Y� NVC
CHANGES TOLERANCES DRAWN BY DATE SPECIFICATION SHEET
F DECIMALS D. MIDDLETON 02/20/04
E XXX = t,005 M EC HAN I CAL FLOAT
D XX = t.010 MATERIAL SPECIFICATION:
C FRACTIONAL SCALE: PART NO.
B X/ANGLES64 NARROW MECHANIICALNGLE FLOAT HALF 2900 SERIES B3
Alx• = t1/T

NOTE: ALL ELECTRICAL DIAGRAMS SHOWN ARE EXAMPLES ONLY,
CONSULT WITH LOCAL ELECTRICAL AUTHORITIES AND CODES.
DO NOT USE THESE PRODUCTS IN GASOLINE, VOLATILES,
OTHER COMBUSTIBLES.
FOR PUMP DOWN USE
(NORMALLY OPEN FLOATS)
FOR PUMP UP USE
(NORMALLY CLOSED FLOATS)
M,
M2
Mt CONTACT TO LEAD
T PUMP MOTOR STARTER
M2 `^'MACT TO LAG
PUMP MOTOR STARTER
FLOAT 3
FLOAT 2
FLOAT 1
ALARM
LIGHT
2900 SERIES 133
TYPICAL MOUNTING 2
FLOAT 4
%T 3
HIGH WATER ALARM
(NORMALL OPEN FLOAT)
LL INFORMATION CONTAINED IN THIS DRAWING IS <c
ONFIDENTIAL AND PROPRIETARY TO CONERY MFG, INC. 1�IC
CHANGES TOLERANCES
DECIMALSD.RMIDDLETON 0AWN BY D
2004 SPECIFICATION SHEET
.xxx = t.005 1 M EC HAN 1 CAL FLOAT
.xx = t.010 MATERIAL SPECIFICATION:
FRACTIONAL
C x/x = t.1/64 NARROW ANGLE Ste'
B ANGLES MECHANICAL FLOAT
Alx = t1/2. NONE
2900 SERIES 133

OH -0- ELECT'RPC CUNTROLt I:N.C:
4 2395,ROCK ROAD
SHLAND, .0H 44$05
PH 419253`
7011 BININ/NDOSTBM
CONfBol TECNNoIOGY,"
SCHEMATIC & SUBMITTAL DATA
DUPLEX CONTROL PANEL
230V-30-7.5BP
FOR
WADE HAMPTON L.S.
120228JA04
WATER AND WASTE EQUIPMENT, INC.
2335 SHADY LANE
CLEVELAND, TN. 37312
SUBMITTED: 3-1-12

i
Q"I 10,FLECTRIC CONTROL, IN
GrAD
RSHLAND,-0114480.
`�f�7C 41� 28S 55�5
One Year "Limited" Warranty
For a twelve (12) month period from date of invoice, subject to the terms and conditions herein after set forth,
Ohio Electric Control, Inc. Ohio Electric Control, Inc. reverses the right and option, in its sole discretion, to
repair or replace defective equipment, parts or components. Labor. shipping and expenses are not covered by
this Warranty.
This warranty does not apply to the following:
1) To defects or malfunctions resulting from failure to properly install, operate or maintain the unit in
accordance with good trade practices.
2) To defects or malfunctions resulting from abuse, accident or negligence.
3) To normal maintenance service and the parts and labor used in connection with same.
4) To units which are not installed in accordance with applicable local, state and federal codes or ordinances
and good trade practices.
5) To units which are moved from their original installation location.
6) To units which are used for purposes other than what it was designed and manufactured for.
7) To units which are damaged by lightning, conditions beyond the control of Ohio Electric Control, Inc., or
other "acts of God".
Contact your nearest authorized Ohio Electric Control, Inc. dealer for warranty service. Any item to be replaced
must be returned to Ohio Electric Control, Inc., 2395 Rock Road., Ashland, Ohio 44805, or such other places as
Ohio Electric Control, Inc. may designate, freight prepaid.
AFTER THE EXPIRATION OF THE TIME PERIOD OF THIS WARRANTY, THERE ARE NO
WARRANTIES OF ANY KIND, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY
OR FITNESS FOR ANY PARTICULAR PURPOSE. (NOTE! SOME STATES DO NOT ALLOW
LIMITATIONS ON HOW LONG AN IMPLIED WARRANTY LASTS, SO THE ABOVE LIMITATION
MAY NOT APPLY TO YOU.)
IN NO EVENT SHALL OHIO ELECTRIC CONTROL, INC. BE LIABLE OR RESPONSIBLE FOR ANY
CONSEQUENTIAL, INCIDENTAL OR SPECIAL DAMAGES RESULTING FROM OR RELATED IN
ANY MANNER TO ANY OHIO ELECTRIC CONTROL, INC. PRODUCT, PARTS OR SERVICE. NOTE!
SOME STATES DO NOT ALLOW THE EXCLUSION OR LIMITATION OF INCIDENTAL OR
CONSEQUENTIAL DAMAGES, SO THE ABOVE LIMITATION OR EXCLUSION MAY NOT APPLY TO
YOU).
THIS WARRANTY GIVES YOU SPECIFIC LEGAL RIGHTS; YOU MAY ALSO HAVE OTHER RIGHTS
WHICH VARY FROM STATE TO STATE. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND
WHAT IS STATED ABOVE.

D.ELECTRIC CDNTFROL,]NO'.
F OCK ROAD'
LAND, Q'H 44805.
W11f, WININ/NOOSTM
CONTNOLTfCNNOLOGY,"
SPECIFICATIONS
ELECTRICAL NOTES:
INCOMING POWER: ................................................................ 230V - 3� - 3 WIRE SERVICE
CONTROLPOWER:................................................................. 115V - 1�
MOTOR HORSEPOWER:......' ...................................
MOTOR FULL LOAD AMPS :.................................................. 22F.L.A.
CONTROL TRANSFORMER PRIMARY AMPS: ................... 1.08F.L.A.
CONTROL PANEL NOTES:
1. The control panel will be provided with aluminum inner -door, hinge mounted, to mount circuit
breaker operators, indicator lights and selector switches.
2. The control panel will be provided with a painted steel back panel to mount circuit breakers,
contactors & overloads, fuses, transformer(s), relays, ground lugs and terminal blocks.
3. The alarm lighi will be mounted to the top of the control panel enclosure.
4'. The control panel will be provided with plastic wireway for placing wire in neat bundles.
5. The control panel wire will be provided with numbered labels for easy identification in the field.
6. The control panel components, mounted on the right side of enclosure, will be labeled with engraved
labels.
7. The control panel components will be labeled.
8. The electrical control panel will be "UL 508A" listed and labeled.

•711E«ENIN10u 091
CONTBOLTECBNOLOGY. "
OPERATIONS
SPECIAL NOTES:
• The control panel is protected from damage due to lightning strikes by use of a lightning arrestor.
• The motors will not operate in manual or automatic mode if the phase monitor senses low voltage,
phase failure or phase reversal.
• The control circuit transformer provides 115V - I� power for the control circuit.
• The lead pump selector switch, located on the alternator, allows personnel to choose which motor is
to be used as "lead" and "lag" or to allow the motors to alternate as "lead" and "lag".
• The alarm test switch, labeled "On -Off -Test", allows personnel to test the visual exterior alarm
when the switch is placed in -the "test" position.
MOTOR CONTROL:
Manual Mode:
Place the Hand -Off -Auto selector switch in the "Hand" position. The pump motor will run.
Auto Mode:
1. Place the Hand -Off -Auto selector switch in the "Auto" position.
2. When the liquid level in the wet well rises to the "off' and "on" levels, the lead pump will run.
3. The pump will stop when the liquid level drops below the "off' level.
4. The alternating relay will index to choose the next pump as lead on the next cycle.
5. If the lead pump is running and liquid level continues to rise to the "lag on" level, the lag motor
will run along with the lead motor until the level drops below the "off' level.
Alarm:
High Level: The liquid level rises above the "high" level.
• The visual exterior alarm will flash.
page 1

Seal Fail: Moisture breaks through the lower seal. Probes in the motor detect the moisture.
• An indicator light on the inner -door is illuminated.
Note: The seal fail condition can not be corrected without removing the motor from the wetwell
- and repaired.
Overtemperature: The thermostat in the motor senses motor winding high temperature.
• The starter circuitry is interrupted and the motor stops.
• An indicator light on the inner -door is illuminated.
Note: The thermostat in the motor will automatically reset.
page 2

230V-30-3 WIRE SERVICE
G L7 L2 L3
g
SEAL FAIL 1
SEAL FAIL 2
EXTERNAL
RM
NOTES,
L> FLOAT SWITCHES MUST BE RATED A MINIMUM OF 2 AMPS AT 115 VOLTS.
2J TORQUE ALL WHITE 1/2' WIRING TERMINALS TO THE PROPER TORQUE AS
FOLLOW&
FOR- 04-018 AVG WIRE, TORQUE TO 20 IN.LBS,
3JTDRQLE ALL BLACK DEAD FRONT TERMINAL BLOCKS TO 16 IN.LBS.
4JT13RQUE ALL WHITE 3/8' WIRING TERMINALS TO 16 INLIM
5J USE 60'C COPPER WIRE ONLY MINIMUM FOR LESS THAN 100 AMPS.
USE 75-C COPPER WIRE ONLY MINIMUM FOR 100 AMPS OR GREATER.
6J------ - NOT SUPPLIED IN PANEL
73 ALL PENETRATIONS MUST MEET THE ENCLOSURE TYPE RATING
INDICATED INN THE 'LM INFORMATION LABEL
H7.5/22PFLk
'�' TITLE., WADE HAMPTON LS
PAGES: SHEEP _ OF _
KAQ�iEiT DATE REV DATE: DWG. NO.:
u<IMUL1 3-12 120228JA04

�7701 fliQ ELE[ rR1C Irf7iQCC[#Q ,: ti4C'
909 RQAD'
;HLlANA,7Ot IIR 4 - W5:
PF 419 289-i5s'�3
r% FAX-0i9=289 5555;
I '
Quote Number:
120228JA04
Company:
Water & Waste Equipment
_ Contact Name:
Mike Bailey
Phone Number:
[phone]
-' Cell Number:
615-907-4000 Carey
E-mail / Fax:
[phone]
j Job Name:
Wade Hampton LS
Quoted By:
1
James Austen
—4�i+�wi.�,:.3n:'wisic
s�Y�+riC+1Cl�"►;lCo-'T1a�1'f.i�+. ...s ,.?
Control Panel Customer
Submittal Form
I
Station Type: Duplex
Pump Model: Hydromatic #HPGH750, 7.5HP @ 22FLA
Panel Voltage: 230V, 30 without Neutral
SCCR Minimum Rating: 5000 Amps
UL Listed: 508A
PDF Specs Attached: Yes
UHERRE�UIREi111E4ti
,Quantity
Part Number
Part Description
Construction Notes
Manufacturer
1.0
AM30248SO2
ENCLOSURE
TYPE 4X FIBERGLASS 30" X 24" X 8"
ALLIED MOULDED
1.0
SCE30P24
BACK PANEL
PAINTED STEEL
SAGINAW
1.0
INCLUDED
SUB DOOR
ALUMINUM
ALLIED MOULDED
1.0
1413400
POWER BLOCK
POWER DISTRIBUTION
MARATHON
2.0
985GP3
PUMP T-BLOCK
MARATHON
8.0
6G38TSF
PUMP SENSOR T-BLOCK
MARATHON
8.0
6G38TSF
FLOAT T-BLOCK
4 FLOAT SYSTEM
MARATHON
1.0
NOTE
NOTE: FLOATS
FLOAT SWITCHES ARE NOT INCLUDED IN
OEC
I
PANEL PRICE
-I 2.0
6G38TSF
HEATER T-BLOCK
MARATHON
- 1.0
GL4717
GROUND BAR
FOR INCOMING POWER AND PUMPS
LUGS DIRCT
fr
! 2.0
QCR3030H
PUMP CB1/CB2
OPERATOR MOUNTED THROUGH SUB DOOR
CUTLER HAMMER
1.0
I
SDSA3650
LIGHTNING ARRESTOR
SQUARE D
-' 1.0
201AAUOT
PHASE MONITOR
PM
SYMCOM
2.0
I
XTCE025C10A
CONTACTOR IEC RATED
M1/M2
CUTLER HAMMER
2.0
XTOB024CC1
OVERLOAD
01-1/01-2
CUTLER HAMMER
3.0
MDL3R
CONTROUALARM FUSE
BUSSMAN

3.0
3.0
2.0
1.0
1.0
1.0
1.0
1.0
2.0
2.0
1.0
1.0
2.0
2.0
2.0
1.0
2.0
2.0
2.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
1.0
MDL3R
S82021
FNQR3.2
FNQR3.2
CCP230CC
B250MBT13XKF
ALT12010S
RJ2SCA120
RY2SUAC120
RU4SCA110
SR2P06
SJ2S05B
SY4S05
SY2S05
1187Q20B
1187Q20B
1050QC3
HW1 P2FQDR120
HW1 P2FQDR120
RL3K
ETN120AFT75
EFHSH2X105115
SCETEMNC
508A
BLACK W/WHITE LETTERS
BLACK W/WHITE LETTERS
WW
MISC SHOP MATERIALS
SPARE CONTROL FUSES
CONTROL FUSE BLOCK
PRIMARY FUSES
SPARE PRIMARY FUSE
PRIMARY FUSE BLOCK
TRANSFORMER 250VA
ALTERNATOR
CONTROL RELAY
SEAL FAIL PROBE RELAY
HEAT SENSOR RELAY
RELAY SOCKET 2 POLE
OCTAL
RJ RELAY SOCKET
SOCKET FOR RU 4 POLE
RELAY
RELAY SOCKET 2 POLE
BLADE
HAND -OFF -AUTO SWITCH
ALARM ON -OFF -TEST
SWITCH
RUN LAMP
SEAL FAIL LAMP
HEAT SENSOR LAMP
ALARM LIGHT
FLASHER
CONDENSATION HEATER
THERMOSTAT
UL LABEL
ENGRAVED LABELS
ENGRAVEDLEGEND
PLATES
WIRE WAY
WIRING HARNESS
SHIPPED LOOSE
BUSSMAN
BUSSMAN
BUSSMAN
SHIPPED LOOSE
BUSSMAN
BUSSMAN
MICRON
ALT
OEC
CR
IDEC
R3/R4
IDEC
R1 /R2
IDEC
IDEC
IDEC
IDEC
IDEC
TOGGLE TYPE MOUNTED IN SUB DOOR
SPEMCO
TOGGLE TYPE MOUNTED IN SUB DOOR
SPEMCO
AMBER NEON MOUNTED IN SUB DOOR
CHICAGO MIN. L,
22MM RED OIL -TIGHT MOUNTED IN
IDEC
EXTERIOR RIGHT SIDE
22MM OIL -TIGHT MOUNTED IN EXTERIOR
IDEC
RIGHT SIDE
i
MOUNTED ON TOP MIDDLE OF ENCLOSURE
OEC
DIVERSIFIED
STRIP HEATER 120V 100 WATT
ELECTRO-FLEX
SAG I NAW
UL
MOUNTED ON SUB DOOR
OEC
MOUNTED ON EXTERIOR RIGHT SIDE
OEC
PANDUIT
OEC
NOTE NOTE: SCHEMATIC SCHEMATIC PROVIDED IN POCKET ON OEC
ENCLOSURE DOOR
NOTE NOTE: CUSTOMER DEVICES MUST MEET UL REQUIREMENTS OEC
SUPPLIED DEVICES
120228JA04

Control Series:
Snap Latch Hinged Cover
• Designed to insulate and house electrical and electronic controls, instruments
or components for indoor and outdoor applications
• Especially well suited for high temperature or corrosive environments
• Protects from dirt, dust, oil and water
• Construction meets NEMNEEMAC Type 4, 4X,12 specifications
• UL 508 listed, Type 1, 2, 3, 3R, 4, 4X,12,13
• CSA certified LR 89590 for use with industrial control equipment CSA Enc.1, 2, 3, 4, 4X,12,13
• Strong, molded fiberglass reinforced polyester construction with matching raised cover
• Full panel access
• All usable panel space
• 304 stainless steel snap latches feature padlock hasp
• Continuous stainless steel hinge
• Closed -cell neoprene gasket encased in a continuous channel
F • 304 stainless steel wall mounting feet with 3/8-16 stainless steel screws included
• 3/8-16 threaded inserts are installed for optional back panel
• Fiberglass material is easily punched, drilled or sawed
• UV stabilized for outdoor use
• Optional painted carbon steel back panels (See table on pages 64-65.)
• Optional aluminum back panels (See table on pages 64-65.)
• Optional aluminum hinged deadfront panel (See table on pages 64-65.)
• Custom size holes and cutouts
• Custom size polycarbonate viewing windows
• Molded -in color matches
• EMI/RFI shielding
• Factory -supplied silk screening

.47
YP.
Note: Cover removed for clarity
�- H -�
Nom. 1/8" wall thickness
TYR
Latch Locations
For use on:
24x20x8 D=14.50, 24x20x10 D=13.75
24x24x8 D=14.50, 24x24x10 D=13.75
30x24x8 D=18.50, 30x24x10 D=18.75
gJ2,_O24.00 J 20.00 1 8.13 1 1.00 1 8.65 118.75119.25115.25125.06120.16124.16125.59121.59
24.00
24.00
8.13
1 1.00
8.65
122.75
19.25
19.25
25.06
124.16
24.16
25.59
25.59
A 30
0.00
24.00
8.13
1.00
8.65
22.75
25.25
19.25
31.06
24.16
30.16
31.59
25.59
2dfi
24.00
20.00
10.13
1.00
10.65
18.75
19.25
15.25
25.06
20.16
24.16
25.59
21.59
A
24.00
24.00
10.13
1.00
10.65
22.75
19.25
19.25
25.06
24.16
24.16
25.59
25.59
M3U
30.00
24.00
10.13
1.00
10.65
22.75
25.25
19.25
31.06
24.16
30.16
31.59
25.59
All dimensions in inches.
o-
Order Today: 419-636-4217, Fax: [phone], a -mail: [e-mail]

-------- Saginaw Control & Engineering
= 1 RAW'. 95 Midland Road
��
IID�, Saginaw, MI 48638
Phone: [phone]
N Fax: [phone]
'ur tfclasrr�� Sou http://www.saginawcontrol.com
Part Details SCE-30PU
Part Number: SCE-30P24
Description: Subpanel, Bent
Height: 27.00 inches
Width: 21.00 inches
Depth: 0.88 inches
Page Number: 225
List Price: $63.29
Product Code: P3
Est. Shipweight: 16.00 lbs.
NEMA Rating: N/A
! Edge Flanges: Four
Configuration: C
Similar Partnumbers -
-•
SCE-20P12
•
SCE-20P16
j•
SCE-20P20
29
SCE-24P16
I•
SCE-24P20
I•
SCE-24P24
•
SCE-30P16
;•
SCE-30P20
R•
SCE-30P30
•
SCE-36P16
•
SCE-36P24
•
SCE-36P30
^'•
SCE-36P36
•
SCE-40P24
4
SCE-42P24
•
SCE-42P30
•
SCE-42P36
Installation Information -
• Sub -Plate Layout &
-'Grounding
Detailed Drawing (PDF)
Downloadable Drawing
3D STP Drawing (NEW!)
Having trouble downloading drawings? Click Here for help.
Finish -
Powder coated white epoxy polyester.
Options -
Sub -plates can be special ordered in Stainless Steel or Galvanized material. Please consult a
factory representative for assistance.
Copyright © 2000 - 2007 - Saginaw Control & Engineering

4
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.34

Heavy Duty Terminal Blacks
985 GP Series - Deadfront Type
1 !m
Specifications:
• Base, General Purpose Phenolic, 1500 C
• Connector, Aluminum, Tin Plated
• Screws, Steel, Nickel Plated
• Wire Range #4418 Awg Copper Wire - 85 Amps
• Multiple Wire Combinations For Solid Or Stranded Copper Wire Are:
1 #18 Awg to 1 #4 Awg 2 to 6 #14 Awg
2#8Awg 2to6#16Awg
2to4#10Awg 2to8#18Awg
2to4#12Awg
• .625 Center -Line Spacing
• UL Recognized File No. E47811
• CSA Certified File No. LR19766
• C E - Wire Range Reduced #6-#18 Awg
Catalog #
# of poles
Dimensions
A
8
98 02
2
1.16
N/A
985 GP 03
3
1.78
0.63
9 4
4
2.41
1.25
985 GP 05
5
3.03
1.88
985 GP 06
6
3.66
2.50
985 GP 07
7
4.28
1 3.13
985 GP 08
8
4.91
3.75
985 GP 09
9
5.53
4.38
985 GP 10
1 10
6.16
5.00
985 GP 11
11
6.78
5.63
985 GP 12
12
7.41
6.25
MM = Dim X 25.4
HBH
.27
C6. 33
1.25
131.81
MLL
0.281 TYP.
88
C22.21
SECTION A -A
0.180 HOLE
0.312 C'B❑RE x .18 DEEP
T
1.13 .22
C28.6] C5.57
TUBULAR TERMINAL
0 EISREMALRROMUCTS

3/8" Sectional - 600 Volts
32 Circuits Per Foot
Channel (C), Flat (F)
& (DIN) Mount
Specifications:
• UL Recognized File No. XCFR2.E62806
• CSA Certified File No. LR 19766
• Wire termination torque 16 lb -in
• CE
Tubular Screw Connector (6G38 TS)
Materials:
Base - Gray Thermoplastic, 1250C (RTI)
Tubular Screw Connector- Copper, Tin Plated
Screw - #10-32 Steel, Nickel Plated
50 Amps (40 Amps CSA)
Wire Ranges:
Single and Multiple Wire Combinations:
Stranded CU Solid CU
(1) #8---18 AWG (1) #10 - #16 AWG
(1-3) #12 AWG (1-3) #12 AWG
(1-4) #14 (1-4) #14 or #16 AWG
Ordering Code:
6�TS For flat mount block Std pk 100
6 For channel mount block Std pk 100
6G38 TS DIN For DIN mount block Std pk 25
See Figure 2 On Page 116
See Figure 1 On Page 116
See Figure 3 On Page 116
113
M SPECIAL PROM ®� -

Neutral Bar Ground Earth dual rated wire cable
I
,
TflNi? RD ST It 1 E11:TRAL BARS WTTH.-MOUNTIYN iAOLE >
WG
03 2
ROLE
iNIRL H(3Lz: fJR;MOUf��FdN� HOLf_ LOCA�i�1� NUNIBEFZ
RAF i 2 S.4 5 6 7 8. `9 10 11 1 1314 1
-; GO/ ' { 06
DIM V ij4 111 2$ UF
F
.:4.7. REEPLATED.
�`�" STEEL SCREW.
i
I 1 RER EIRCUIT'
0 3.1STYP'.
INSTALLED::
REF
"U' * tTOTAL-No. OF HOLESLESS TONE) X .3:125) +,37.5 if'6h6t i`
I Back to Top
UL & CSA AGENCY APPLICATION NOTES:
—� - UL Recognized ("UR" mark) Class ZMW2 and "CSA" Certified (CSA mark)
-Installation must be carried out only by quallfed electrians in accordance with all applicable NEC & UL/CSA standards for the
I approved application.
- Approved for 90 ° C Temperature Rating Wire, CU9AL
- Amp Rated at 85 Amps for Copper wire and 70 Amps for Aluminum wire
- Wire range, American Wire Gauge AWG 4-14 CU (copper wire), 4-12 Al (aluminum wire) Dual Rated, Solid & Stranded, Industrial
i rigid stranding wire.
f - Tightening torques, 4-6 AWG = 45 lb -In, 8 AWG = 40 lb -in, 10-14 AWG = 35 lb -in
I - The bar shall be prevented from turning by close fitting walls, or other turn preventive features such as two mounting holes.
- The bar shall not be mounted to a bus bar to act as a power distribution means to or from that bar.
- The bar is designed to be used as a neutral bar for ground or power.
- The bar Is for use only in complete equipment where the suitability of the combination Is determined & approved by UL
- The mounting screw is to be size #10-32 UNP. The proper use of washers to distribute screw clamping forces on the aluminum
should be employed. Bellevilles and lock nuts should be considered in case of vibration.
- The screw will hold the smaller wires when the appropriate torque for the small wire Is fully applied
-Dry locations only.
CONSTRUCTION NOTES:
- The tolerance between mounting holes is +/-.015"
- The mounting hole Is .201 +.006/-.003.
- The listed overall length of each bar is +/-.020
- Material Is High Strength Tempered aluminum 6160 with conductivity approx. 43% IACS.
-Aluminum body Is Tin Plated to resist oxidation and galvanic corrosion.
-Screws are Zinc Plated Steel with Trivalent (Cr+3) Chromate conversion top layer.
PART # GL4717
Page I of I
http://Iugsdirect.comBuyNeutralBarsGroundEarth.htm - 2/25/2008

F=T•N
February 2007
Cable-In/Cable-Out
Product Selection
Table 11-16. QCR Breaker Catalog Numbers
Continuous,
120/240 Vac
120/240 Vac
1240 Vac
Ampere
Rating
1-pole
2-Pole
2-Pole
3-Pole
at 40°C
Catalog
Price
Catalog
Price
Catalog
Price
Catalog
Price
Number
U.S. s
Number
U.S. $
Number
U.S. $
Number
U.S. $
LLGa ureaxer lu KAn: Interruntmn 8atlnas
10
QCR7010
QCR2010
—
—
QCR1010T
QCR2010T
—
-
-
OCR2010P
—
—
15
QCR70150
QCR2015
QCR2015H
QCR3015H
QCR7015T0
QCR201ST
QCR2015HT
QCR3015HT
—
QCR2015P
—
—
20
QCR10200
QCR2020
QCR2020H
QCR3020H
QCR1020T O
QCR2020T
QCR2020HT
QCR3020HT
—
OCR2020P
—
25
QCR7025
QCR2025
QCR2025H
QCR3025H
QCR1025T
OCR2025T
QCR2025HT
QCR3025HT
—
GCR2025P
—
—
30
QCR1030
QCR2030
OCR2030H
CR3030
OCR1030T
QCR2030T
QGR2030HT
CORSWORT
—
QCR2030P
—
35
QCR1035
QCR2035
—
—
CB 1 /CB2
—
QCR2035P
—
40
QCR1040
QCR2040
—
-
-
QCR2040P
—
—
45
QCR7045
QCR2045
-
-
QCR2045P
50
QCR1050
QCR2050
—
-
-
QCR2050P
—
55
QCR1055
QCR2055
—
-
-
QCR2055P
—
—
i i 600
QCR1060
QCR2060
—
-
-
QCR2060P
—
—
QCR Breaker22 MC Interrupting Ratings
15
QCRH1015O
QCRH2O15
—
—
QCRH7015T O
QCRH2O15T
—
—
20
QCRH10200
QCRH2O20
—
—
QCRH1020T O
QCRH2O20T
—
—
Cu Standard breaker terminals are box type lugs.
O Breakers with T Catalog Number Suffix are suitable for line and load side ring terminal connection (#10 —32 plus/minus terminal screw provided).
U Breakers with P Catalog Number Suffix are suitable for terminating two 10 AWG Quick -Connect Type Terminals -per phase on breaker load side.
O Breakers with Shunt Trip (extra pole required on breaker right-hand side) are available on 1-, 2- and 3-pole. Contact the Customer Support Center
at 1-800-356-1243.
O Breakers with H Catalog Suffix have 240 Vac construction.
O All 15 and 20 ampere single -pole breakers are SWD (Switching Duty) rated for fluorescent lighting applications.
O 60/75°C Cu/AI wire on all ratings except 60 amperes which requires Cu only conductor.
Discount Symbol ........................ CB-1
CA08IOt001E For more information visit: www.eaton.com

Surge Protective Devices
TVSS and Surge Arresters
Class 6671
www.SquareD.com
For the most up-to-date information
SDSB1175C
� IItiY�yta';'
i D
SDSA1175
= White Black
Black LM
One SDSA1175 on
120/240 Vac Circuit
Two SDSA1175 on
20BY/120 Vac Circuit
Q02175SB.
RM
,gF
p
HOM2175SB
SDSA3650
Black
304W
208Y/120 Vac
480YI277 Vac
600Y/347 Vac
Black
Black
Black
= White
304W
240/120 Vac
- Black
4CBlack
= White Black
303W
Grounded B Phase)
240 Vac
480 Vac
SURGEBREAKEW PLUS
Transient Voltage Surge Suppressor
Suitable for use in service entrance locations; meets
requirements of NEC® Article 280, UL Listed 1449, 2nd
Edition, and meets ANSI/IEEE C62.41-1991.
• AC line protection
• Four line telephone (Digital/Analog POTS) protection
• Two line coaxial protection _
• Suitable for indoor applications only
• Flush or surface mounting
• LED status indicator
• Modular design
Single Phase Three Wire-1 20/240 Vac
Description NCatalo Price
SURGEBREAKER PLUS I SDSB1175C $420.
SURGEBREAKER
Secondary Surge Arrester
Suitable for use in service entrance locations; meets
requirements of NEC Article 280.
• cULus Listed secondary surge arresters;
Q02175SB also CSA Certified
• Meet ANSI/IEEE C62.11-1993
• Q02175SB for QOO load centers and combination
devices, NQOD panelboards
• HOM2175SB for HOMELINEO load centers and
combination devices
• Plug -on design requires two pole spaces
• LED indicates operational status
Description NC tuber Price
QO SURGEBREAKER
cULus Listed Secondary Surge Arrester 002175SB $106.
150 Vac fine -to -ground maximum.
HOMELINESURGEBREAKER
cULus Usted Secondary Surge Arrester HOM2175SB 106.
150 Vac line -to -ground maximum.
Hard -Wired Secondary Surge Arrester
Suitable for use in service entrance locations; meets
requirements of NEC Article 280.
• cULus Listed and CSA Certified secondary surge
arresters
• Meet ANSI/IEEE C62.11-1993
• Suitable for indoor and outdoor applications
• LED indicates operational status
Description NCumfog Price
SECONDARYSURGE ARRESTER
For 103W systems. SDSA1175 A $ 61.
150 Vac phase -to -ground maxmum.
SECONDARY SURGE ARRESTER
For 30 systems. SDSA3650 165.
600 Vac phase -to -ground maximum.■
• Seepage 1-11 for QOSAMK mounting kit for installation in QO load
centers.
■ Do not use on ungrounded systems. Systems must be solidly grounded
For additional information, reference Catalog #6671 CT9701 R2102.
DE1 B Discount O200aSchneider Electric
Rights Reserved
5-4 1 Schedule 9/W3

PM
Model 201 A -AU
Three -Phase
Voltage Monitor
Specifications
3-Phase Line Voltage
•201 A-AU....................................................190-480VAC
•201-600-AU..............................................475-600VAC
Frequency..................................................50/60Hz
Low Voltage (% of setpoint)
*Trip ............................................................
90% f1%
•Reset........................................................
93% f1%
High Voltage (% of setpoint)
-Trip ............................................................110%
±1 %
-Reset ........................................................
107%t1%
Voltage Unbalance (NEMA)
-Trip ............................................................2-8%
adjustable
-Reset ........................................................Trip
setting minus 1% (5 - 8%)
Trip setting minus .5% (2 - 40%)
Trip Delay Time
•Low, High and Unbalanced Voltage ..........1-30
seconds adjustable
*Single -Phasing Faults................................1
second fixed
Restart Delay rime
*After a Fault ..............................................Manual,
1-500 seconds adjustable
-After a Complete Power Loss....................Manual,
1-500 seconds adjustable
Output Contact Rating
•1-Form C..................................................10A
General Purpose @ 240VAC
Pilot Duty 480VA @ 240VAC, B300
Power Consumption................................6
Watts (max.)
Weight.....................:................................14
oz.
Enclosure..................................................Polycarbonate
Safety Marks
•U L..............................................................
U L508
•cUL............................................................C22.2
No.14
•CE............................................................IEC
60947-6-2
Standards Passed
-Electrostatic Discharge (ESD) ..................IEC
1000-4-2, Level 3, 6kV contact, 8kV air
-Radio Frequency Immunity, Radiated ......150MHz,
10V/m
*Fast Transient Burst..................................IEC
1000-4-4, Level 3, 3.5kV input power & controls
Surge
•IEC............................................................IEC
1000-4-5, Level 3, 4kV line -to -line;
Level 4, 4kV line -to -ground
-ANSI/IEEE ................................................C62.41
Surge and Ring Wave Compliance
to a level of 6kV line -to -line
•Hi -potential Test ........................................Meets
UL508 (2 x rated V +1000V for 1 minute)
Environmental
Temperature Range....................................Ambient Operating: -40e to 70eC (-40° to 158°F)
Ambient Storage: -40e to 80eC (-40e to 176eF)
Relative Humidity........................................10-95%, non -condensing per IEC 68-2-3
Special Options
Manual Reset (Model 201A-AU-MR).......... External normally -open momentary
pushbutton required (not included).
"SymCom's OT08 octal socket is 35mm DIN rail compatible.
SymCom warrants its microcontroller based products against defects in material or workmanship for a period of
five (5) years from the date of manufacture. All other products manufactured by SymCom shall be warranted
against defects in material and workmanship for a period of two (2) years from the date of manufacture.
For complete information on warranty, liability, terms, returns, and cancellations, please refer to the SymCom
Terms and Conditions of Sale document.
e e
i-
••
• • 1.75"
® • (44.55)
••1
a e
2.375"
(60.331)
I
BOTTOM
VIODEL 201
iDnPM-201A-AU C E
1901480 VAC — -
50160 ez 30 -
Gen. Purpose Rating
10 Amp @ 240 VAC
Pilot Duty Rating
480 VA @ 240 VAC
t2 �4 4.125"
1.3-a:~e• 1 (104.65)
SymCom tne.
Rapid City, SD
SIDE
WITH OT08* SOCKET
TYPICAL WIRING DIAGRAM FOR MODEL 201A Al!
WITH MOTOR CONTROL
ern
N A
00
6
0a
TYPICAL WIRING DIAGRAM FOR MODEL 201A-AU_. ;
WITH ALARM CONTROL
errs
U-UA
0a
16
Va
s
ym/iiCO� 880 North Plaza Drive •Rapid City, SD 02
(
/nC 800) 843-8848 • [phone] •FAX [phone]
0�0- otor Protection &Controls Since 1974 wwW.symcom.com • email: [e-mail]
01/06

E:,T•N
December 2006
Product Selection
Product Selection
Non -reversing Contactors
a
Frame 8 Frame C Frame D Frame F- G
Table 49. Full Voltage Non -reversing 3-Pole Contactors, Frame B - Frame G
le (A)
le = Ith
Maximum kW
Maximum 3-Phase Motor Rating, UL/CSA
Aux.
Catalog
Price
(AI
RatingsAG3
Contacts
Number-
Screw
Terminals :
U.S.S
AC-3
AC-1
(60°C)
3-Phase Motors 50 - 60 Hz
1-Phase hp Ratings
3-Phase hp Ratings
AC
Coil
DC
Coil
220/
380/
415V
660/
115V
200V
230V
200V
230V
460V
575V
230V
400V
690V
Frame 6
7
20
2.2
3
4
3.5
1/4
3/4
1
1-1/2
2
3
5
1NO
XTCE007B10_'
7
20
2.2
3
4
3.5
1/4
3/4
1
1-1/2
2
3
5
INC
XTCE007B01_
9
20
2.5
1
4
5.5
4.5
1/2
1
1-1/2
3
3
5
7-1/2
1NO
XTCE009610_
9
20
2.5
4
5.5
4.5
1/2
1
1-1/2
3
3
5
7-1/2
1NC
XTCE009801_
12
20
3.5
5.5
7
6.5
1
2
2
3
3
1000
10
1NO
XTCE012610_
12
20
3.5
5.5
7
6.5
1
2
2
3
3
10C3)
10
1NC
XTCE012601_
15.5
20
4
7.5
8
7
1
2
3
5
5
1000
10
1NO
XTCE015B70_
15.5
1 20
4
1 7.5
8
7
1
2
3
5
5
1 1000
10
1NC
XTCE015601_
Frame C
18
35
5
7.5
10
11
2
2
3
5
5
10C3)
15
1NO
XTCE018C70
18
35
5
7.5
10
11
2
2
3
5
5
1003
15
1NC
1
25
40
7.5
11
14.5
14
2
3
5
7-1/2
7-1/2
15
20
1NO
XTCE025C10
25
40
7.5
11
14.5
14
2
3
5
7-1/2
7-1/2
15
20
1NC
_
32
40
10
15
18
17
3
5
5
10
10
20
25
1NO
XTCE032C10_
32
40
10
15
18
17
3
5
5
10
10
20
25
1NC
XTCE032C01
■
Frame D
40
50
18.5
24
23
3
5
7-1/2
10
15
30
40
XTCE040D00_
50
65
1
112.5
15.5
�30
22
30
30
3
1
7-1/2
10
15
20
125
40
50
=
XTCE050D00_
65
80
20
39
35
5
10
15
20
50
60
-
XTCE065000
Frame F
80
90
25
37
48
63
7-1/2
15
15
25
30
60
75
-
XTCE080F00_
95
1 110
30
45
57
75
7-1/2
15
15
25
40
75
100
-
XTCE095F00_
- Frame G
115
130
37
55
70
90
10
25
25
40
50
100.
125
-
XTCE1151300_
150
1 160
48
75
1 91
1 96
15
25
30
40
60
1 125
125
1 -
XTCE150G00_
0 Underscore U indicates magnet coil suffix required. See Table 57, Page 37.
O For Spring Cage Terminals, insert C after the fourth digit of the Catalog Number. Example: XTCEC007610A. For 7-12A XTCEC Contactors, the power,
auxiliary and coil terminals are spring cage. For 18 - 32A XTCEC Contactors, the auxiliary and coil terminals are spring cage. For 40 -150A XTCEC
Contactors, the coil terminals only are spring cage.
O For electrical life contactor application data, see Table 51, Page 34.
Notes:
M 1 /M2
The 7 - 32A XTCE Contactors have positively DC operated contactors (Frames B - G,
driven contacts between the integrated 7 -150A) have a built-in suppressor circuit.
auxiliary contact and the auxiliary contact Frame B-C contactors with 1NC built-in
module as well as within the auxiliary auxiliary are mirror contacts (XTCE ... B01_-
contact modules. XTCE...001j.
The 40-65A XTCE Contactors have positively
_ driven contacts within the auxiliary contact
9 module. 6 auxiliary contacts are possible
with a combination of side mounted and
s front mount auxiliary contacts.
Contact Sequence
(Circuit Symbols) ...................
Page34
Coil Voltage Chart ....................
Page 37
Accessories .........................
Page 48
Dimensions .........................
Page 83
Overload Relays .....................
Page 94
Discount Symbol .....................
1CD7
_P CA03407002E For more information visit: www.EatonElectrical.com

E:T•N
December 2006
Product Selection
Table 63. XTOB and XTOT Overload Relay Suffix
Motor Full
Suffix
For Use with
Overload Relay
Load
Code
Contactor
Catalog
Amperes
Amp Range
Number
Frame B
■ Frame C
0.1-0.16
P16
7-15A
XTOBP16BCI
0.16-0.24
P24
7-15A
XTOBP24BC1
0.24-0.4
P40
7-15A
XTOBP40BC1
0.4-0.6
P60
7-15A
XTOBP60BC7
0.6-1
001
7-15A
XTOB001BC1
1-1.6
11`6
7-15A
XTOBIP6BC1
1.6-2.4
21`4
7-15A
XTOB2P4BC1
2.4-4
1004
1 7-15A
I XTOB004BC1
4-6
006
7-15A
XTOB006BC1
6-10
010
7-15A
XT0B01021
9-12
012
9-15A
XT0B0126C1
12-16
016
12-15A
XTOB016BCI
0.1-0.16
0.16-0.24
0.24-0.4
0.4-0.6
P16
P24
P40
P60
18-32A
18-32A
18-32A
18-32A
XTOBP16CC1
XTOBP24CC1
XTOBP40CC1
XTOBP60CC1
0.6-1
001
18-32A
XTOB001CC1
1-1.6
11`6
18-32A
XTOB1P6CC1
1.6-2.4
21`4
18-32A
XTOB2P4CC1
2.4-4
004
18-32A
XT08004CC1
4-6
006
18-32A
XTOB006CCI
6-10
010
18-32A
XT0B01oCC1
10-16
016
18-32A
16-24
024
18-32A
XTOB024CC1
24-32
032
25-32A
1
Motor Full
Suffix
For Use with
Overload Relay
Load
Code
I
Contactor
Catalog
Amperes
Amp Range
Number
Frame D
6-10
010
40-65A
XrOB010DC1
10 -16
016
40 - 65A
XTOB016DCI
16 - 24
024
40 - 65A
XTOB024DC1
24-40
040
40-65A
XT08040DC1
40-57
057
50-65A
XTOB057DC1
50-65
065
65A
XTOB065DCI
Frame F
25-35
035
80-95A
T08055GCI G)
35-50
050
80-95A
TOB050GC70
50 - 70
070
80 - 95A
r)X,7TOB070GCI
70-100
100
80-95A
TOB1o0GC10
Frame G
25-35
035
115-150A
XTOB055GC111-3
35 - 50
050
115 -150A
XTOB050GC1 ''
50-70
070
115-150A
XTOB070GC110
70 -100
100
115 -150A
XTOB100GC1 v
95 -125
125
115 -150A
XTOB125GC1 )
120 -150
150
150A
XT08150GCI O
Frame L
50 - 70
070
185 - 250A
XTOB07OLCl
70-100
100
185-250A
XTOB100LC1
95 -125
125
185 - 250A
XT08125LCI
120-160
160
185-250A
XTOB16OLCI
160-220
220
185-250A
XTOB22OLCl
200 - 250
250
225 - 250A
XTOB25OLCI
O Catalog Number refers to direct mount overload relay. Add an S to the
end of the Catalog Number for separate mount.
OL1/OL2
Overload Relays ..................... Page 94
For more information visit www.EatonElectrical.com CA03407002E

cooaritz
Bussmann°
1/4"x 1 14" Time -Delay, Glass Tube Fuses
MDL Series
Description
• Time -delay
i • Optional axial leads available
• X x 19 (6.4 x 31.7mm) physical size
• Glass tube, nickel -plated brass endcap construction
• UL Listed product meets standard 248-14
Electrical Characteristics
Rated Current
% of Amp Rating
Opening Time
X6 - 30A
100%
None
135%
60 minutes maximum
200%
120 seconds maximum
V6 - 3A
200%
5 seconds minimum
3?tie - 8A
200%
12 seconds minimum
Agency Information
• UL Listed Card: MDL 1/16 - 8A (Guide JDYX, File E19180)
- • UL Recognized Card: MDL 9 - 30A (Guide JDYX2,
File E19180)
• CSA Certification Card: MDL 1/16 - 8A (Class No. 1422-01)
• CSA Component Acceptance: MDL 9-30A
f (Class No. 1422-30)
• CE
Environmental Data
• Shock: 1Athru 30A- MIL-STD-202, Method 207, (HI Shock)
• Vibration: 1/4A thru 30A- MIL-STD-202, Method 204, Test
Condition C (Except 5g, 500H-7)
Ordering
Specify packaging code
• 'Insert packaging code prefix before part number. E.g., BK
(or BK1)-MDL-5-R
Specify option codes if desired
• For axial leads, insert "V" between catalog series and amp
rating. E.g., BK-MDL-V 5-R
• For board washable, insert "B" between catalog series and
amp rating. E.g., BK-MDL-B-5-R
• For axial leads and board washable, insert "B" then "V"
between catalog series and amp rating. E.g., BK-MDL-BV 5-R
Dimensions - mm (in)
Drawing Not to Scale
38.10 32.82 38.10
(1.500) (1.292) (1.500).�
6.76 DIA. OF LEADS
(0.266)
0-15 AMP: 0.81
(0.032)
20-30 AMP: CO.1.02
440)
31.75 6.35
(1.250) (0.250)
Specifications
Part
Number
Voltage
RatingResistance*
Vac
Interru tin Ratin ' am s @
TypicaAC o
Resistance"
0
Typical
McRmg I tt
AC
ppica
olta e
Drop
250Vac
125Vac
32Vac
MDL-1"6-R
250
35
10000
-
45.6
0.0046
2.79
-
00
12.238
.0
Woo
.8T-
0.116
1.05
50
3
0000
0. 47
0.965
2TO-35
0000
1.567
0.982
1.46
0
1
-0.273
11.498
9
00
0000
0.156
22.7
0.721
-
5
100
000
0.116
62.3
0.644
- - -R
290--loo
10000
0.081
63.1
0.410
00
100 0
0.038
9.3
0.187
50
200
10000
0.025
32.0
0.160
1 0.02
38.7
0.152
0
0000
MDL-9-R
1000
0.012
51.50.124
-
-
000
0.005
354.0
0.130
- 5
3
-
1000
0.
15221.0
0.30
MUL-
I uUu
0.0011
15561.'00.40
' Interrupting Ratings (Interrupting ratings were measured at 70% - 80% power factor on AC)
DC Cold Resistance (Measured at st0% of rated current)
t Typical Melting Izt (AzSec) (I2t was measured at listed interrupting rating and rated voltage.)
$ Typical Voltage Drop (Voltage drop was measured at 25°Ct3'C ambient temperature at rated current)
tt MDL-25 & MDL-30 not available in RoHS compliant construction.
0209 SB•BU08675 Pan 1 of 2 Data Sheet 2004 CW%R Bussmann

caomt
FB_USSMdn7n_
S-8000 � Series
1/411 x 11/a" Fuse Blocks
Description
• For'/4' x 11/4" (6.3 x 32mm) fuses
• Bolt -in and snap -in mounting available
• Tight cluster mounting
• All types of terminal configurations
• Clips made of spring -bronze
• Anti -rotational pin provided
• Flame retardant thermoplastic meets UL 94VO
Environmental Data
• Relative Temperature Index FQ
- Bolt -in 130°C
- Snap -in 110°C
Agency Information
• UL Recognized: E14853
• GSA Certified: 47235
R Or
S
2002/95/Ec )
S
aecifications
Series
Volts
UL Max Amps
CSA Max. Amps
S-8000
300Vac/dc
25
21
S-8100
300Vac/dc
20
13
S-8200
300Vac/dc
20
16
S- 00
300Vac/dc
30
25
Dimensions - mm/in.
S-8000 Single -Pole Snap -In Mounting Series
50.8
400 Terminal 2" 5.2
o oat"
6.4 14.3
0.25, 0 56" 12.7
00 I 54.8
6 0.50"
Terminal -+-�•
f6.4 14.3
0.25" 39.7 0S6" 12.7-�
Side 1.ss"a 0.50"
5.2
Terminal ° 0a1-
6.4 14.3
0.25" 0.56" 12.7
Mounting 0.50"
r--;14 -1 r 2;"
Holes aLl
0.32"
Multiple Pole �- A --�
0 0
40-
B
Mount no Dimensions
No. of
Poles
Inches
A B
Millimeters
A I B
1
-
-
-
-
2
11/e'
5/81'
28.6
15.9
3
13/4"
11/:'
44.4
31.8
4
23/e"
17/8"
1 60.3
47.6
5
3"
2V:"
76.2
63.5
6
35/a"
We'
92.1
79.4
7
41/41'
33/41'
108.0
95.2
8
47/e'
43/e'
123.8
111.1
9 1
51/:' 1
5"
139.7
127.0
10
61/a"
55/8" 1
155.6
142.9
11
63/4'
61/4"
171.4
158.8
12
73/B'
67/e'
187.3
174.6
Dimensions - mm/in.
S-8000 Single -Pole Bolt -In Mounting Series
400 Terminal �528 o.se
2.0
0.08"
s a4 =
oas" 0.50.50,
14.3
00 6.4 .56"
54.8
0.25"I 2.16" 056
Terminal o.oa°
12.7
55.6 14.3 0.50"
Screw �2.19"
Terminal �- o.oa°
_ 1
64 14.3 12.7
Side p 25" 39.7 0.56" 0.50"
1S6"
Terminal °
i
6:�5
4 12.7 _.
0Mounting Hole 0.50° 2.0
24.2 0.08°
0.95"
Mounting C3. o
Pin
16.51-f---� 2.4
0'65.Q a 0.09" Drill For Pin Hole
Holes `_3.9
0.156" Drill For Mounting Hole
Component
Material
clip
Spring -Bronze, Bri htTin-Plate
Body
Thermoplastic
PIP-
1207 BU-SBO7222 Page 1 of 2 Data Sheet 4318 COOPER Bussmann

Bussmannol
` +-TRtN®
FNQ-R
Time -Delay Fuses
A%2 ` x I jj `y 600 Vol#g 1/4for 30 Amps
'. DirnenslonahData:..
.. -
General Information::.
.: The SissmarinQ[�l°: (Ff;I GC TF Q R} odes designed to:meet _
the :needs of conM:citcu[t.teansforrner protection
• Current Ifmitatfon protects doom stream compof�en a
.s^
against damaging thermal arid --magnetic efeets of s%0rt
ttaoa) ..
f39.1mmj
cfrcutt. currents:
• High: inrush:... delay Control p[Icuitiraftt .rM can .
, -
experience tr:crp-to b
Inrush Curren 5 t[ines meir`.fuil load
current rating. `FNQ. R et can be sized acct)Cding try
. -
NEC:and Ut_ requirements and shlf avow the high [mush
41
taoa�
currents v�fth si niflcarYti more time-clefay then the LIL
f
.
tfa " ::
minimum value 't . 50conds;dt 2itfi%for CCass CC fuses _ .
,
• ; McCan fne tube, Nfelte A%ted brass per dcaps.
Catalog Symbol. FN©-R
iMarnmtte Aetieptab[e iaflir�g o OvercutreeE Ceviee"
Time -Delay
Maximtm R7stina of ChreraRmtatt
A Ilcation: Circuit Transformer Protection
pp
_tad R�ntnary [�cgzectrv� Devine q ressett As A Ra
P
Curre'if� PemaMd:'rransformerPdrnary
° Ampere Rating: j to3t)A
(amparesj. ..' cuirer+tRav�g
voltage Rating: 600Vae (or les4
l ass than za S€xr .
interrupting Rating: 200,060A RMS Sym. NQ
-2A to f ss:tFian 911 1fi7
Agency information:
sa or. more 12 i
,UL Listed, Std. 248-4, Class CC, Guide J©D'L, File E4273
`..UL 59t3A rabk 42.1.
CSA Certiffed, Mass CC CSA, Class 1422-01,
4'1300%. for caw than motor cowl applications.:
° a ,
Fie 63787-HRC-MiSC
CE logo t.�notes compliance with European Union Low Voltage DkecKve
`: "-� 12-30A Is 300Vdo and 10k AR.
lec#ri l Ratings (Carat g Sy ltttbpl.:a dr Amp. ereaj ,
flR y :. FNCt 8 tom: FIItt
R+i4t`w . Ftslfl i3 ice; R�iQ Fib: i�[r1 Ft a
MQ i y� < .. fl+lt i y� _ = FNQ R-z} Fibmo
orcontact
BBfie ussmann AppGoan Eghwing at 633-b27 i27Flabrto Data 0fofor more Ifformartim.
"
R,
01
_ .. -
.........Q-R-2 -.
_. ._.
f{sii]-Fk1 .. tNQ-R ._ i�RB�; • : Ft�R-2�
FI Jr lye
IN FhI{ R HER-7%:
''Carton Quantity and Weight
JUnpere Carton Weight
!Ratings city, Lbs. Kg.
- X-30 10 290 .091
,*weight per carton
M.
r ►1�C��BeRssmanrt
F« rno F7
I 112M2
_.;: S1302450 ..: „ .
p of 2
data Street 1014 . .. .

Bussmann•
Compact Circuit Protector (CCP)
The revolutionary Cooper Bussmann@ CCP is 1/3 the
footprint of a circuit breaker. The level of protection
provided by the CCP is up to three times the short-circuit
current rating (SCCR) at full voltage than a molded case
circuit breaker while providing disconnecting means.
Product Features and Benefits
• Extremely compact design at 17.5mm wide per pole
• High Short -Circuit Current Ratings up to 200kA .
• Disconnect Rated to provide means for load isolation.
• Full Voltage Rated up to 600Vac or 80Vdc.
• Class CC version is UL98 Listed and suitable for branch
circuit disconnect and branch circuit protection. 3-pole
version is horsepower rated.
• Suitable for Global Installations, the units Complies with
UL, CSA, and IEC standards accepting UL Class CC,
Midget or IEC aM and gG fuses.
• Open Fuse Indication
- Local fuse indication lights* are standard.
- Optional wired remote open fuse indication can be
utilized to signal a PLC and open a contactor to
de -energize all phases, if required.
- Cooper InVisionT"I wireless indication is also available.
• IP20 finger -safe construction with 10AWG wire or larger.
• Built-in switch interlock capability prohibits removing the
fuse under load.
• Padlockable handle for lock-out/tag-out procedures.
• Available in -1, -2 and -3 pole versions.
*Circuit must be closed for indication light to illuminate
Specifications:
• Box Lug Connection: 18-6AWG single or dual rated, solid
or stranded — 75eC or higher - Cu only
4AWG single — 75eC or higher - Cu only
• Spade Terminal Connection: Max. 30A suitable for use
with #8-32UNC screw.
• Box Lug and Spade Terminal suitable for line, load or
accessory connection.
• Torque: 18-10AWG 20 lb -in
8-4AWG 35 lb -in
• Lock-out/tag-out: 4mm shank lock or standard pin -out
devices
• 35mm DIN Rail Mount
• Local indication minimum operating voltage:
90Vac for AC version
12Vdc for DC version
Agency Information:
For Class CC fuse version
UL98 Listed, File E302370, Guide WHTY
CSA Certified 22.2 No. 4-04
For UL Midget and 1OX38 IEC fuse version
UL508 Listed
cULus Certified 22.2 No. 14-05
IEC 60947-3 AC-23A
Shipping Weight: 2.84 Ibs per carton
Carton quantity: 12 poles
Environmental Data
Rolls Compliant: Yes
Storage Temperature: -200C to 75eC
Operational Temperature: -200C to 75eC`*
CE Compliant
**For fuse performance under or above 25°C, consult fuse performance
de -rating charts.
0408 BU-SBO8060 Form No.CCP Page 1 of 8 Data Sheet 1157 COOPER Bussmann

00
coop
BUSSmann'
Compact Circuit Protector (CCP)
Disconnect Switch
Padlock
Provision
Fuse
Indication
Light
Technical Ratings
Fuse
Molder
Knob
Circuit
Marking Area
Catalog
Amp
Voltage
Fuse
Number
Poles
Rating
Rating
Type
Max. Fuse Size
SCCR
Approvals
UL98 Listed and
CCP-1-30CC
1
30
600Vac
Class CC
30A
200kA
CSA 22.2 No. 4-04
UL98 Listed and
CCP-2-30CC
2
30
600Vac
Class CC
30A
200kA
CSA 22.2 No. 4-04
UL98 Listed and
CCP-3-30CC
3
30
600Vac
Class CC
30A
200kA
CSA 22.2 No. 4-04
UL508 Listed
250Vac* UL
UL Midget
30A
CCP-1-30M .
1
30
10kA*
cULus 22.2 No. 14-05 and
600Vac* IEC
10x38 IEC
32A aM, 25A gG
1EC60947-3 AC23A
250Vac* UL
UL Midget
30A
UL508 Listed
CCP-2-30M
2
30
10kA*
cULus 22.2 No. 14-05 and
600Vac* IEC
10x38 IEC
32A aM, 25A gG
IEC60947-3 AC23A
250Vac* UL
UL Midget
30A
UL508 Listed
CCP-3-30M
3
30
10kA*
cULus 22.2 No. 14-05 and
600Vac* IEC
10x38 IEC
32A aM, 25A gG
IEC60947-3 AC23A
CCP-I-DCC
1
30
80Vdc*
Class CC
30A
20kA*
UL98 Listed and
(DC rated)
CSA 22.2 No. 4-04
UL508 Listed
CCP-I-DCM
1
30
80Vdc*
UL Midget
30A
10kA* 1
cULus 22.2 No. 14-05 and
10x38 IEC
32A aM, 25A gG
IEC60947-3 AC23A
I
*Rating may be lower depending on installed fuse. Refer to fuse data sheet.
0408 BU•SB0B060 Form No.CCP Page 2 of 8 Data Sheet 1157 COOPER Bussmann

Catalog# CCT-04C
DIMENSIONS: IMPERVITRAN CONNECTION DIAGRAM:
P/N BEGINNING "B" GROUP "G"
CONTROL TRANSFORMERS:
All are UL Listed, CSA Certified and 50/60 Hz
GROUP "G"
CATALOG
UPC #
OUTPUT
DIMENSIONS INCHES (M[M)
MOUNTING
APPROX.
NUMBER
784550
VA
AMPS
A
B
C
D
E
SLOTS
WEIGHT
VOLTAGE:
IN
MM
IN
MM
IN
MM-
IN
MM
IN
MM
IN
MM
LBS
KG
PRI: 2081230/460
SEC:
115
B050MBT13XK
003857
50
0.43
3 3/8
86
3
76
2 9116
65
2 1/8
56
2 1/2
64
.203 X .460
5 X 12
2..8
1.3
B075MBT13XK
005929
75
0.65
3 1/2
89
3 3/8
86
2 7/8
73
2 7/16
61
2 13/16
71
.203 X A60
5 X 12
4.6
2.1
BIOOMBT13XK
008500
100
0.87
3 13/16
97
3 3/8
86
2 7/8
73
2 5/8
67
2 13/16
71
.203 X .460
5 X 12
4.9
2.2
B150MBT13XKF
048766
150
1.30
4
102
3 3/4
95
3 3/16
81
3
76
3 1/8
79
.203 X .460
5 X 12
5.5
2.5
y
B200MBT13XKF
048773
200
1.74
4
102
4 1/2
114
3 7/8
99
2 13/16
71
3 3/4
95
.203 X .460
5 X 12
7.0
3.2
B250MBT13XKF
048780
250
2.17
4 3/8
111
4 1/2
114
3 7/8
99
3 3/16
81
3 3/4
95
.203 X .460
5 X 12
9.0
4.1
B300MBT13XKF
048797
300
2.61
4 3/8
111
4 1/2
114
3 13/16
97
3 3/16
81
3 3/4
95
.203 X A60
5 X 12
11.0
5.0
Mum
B350MBT13XKF
048803
350
3.04
5 3/4
146
4 1/2
114
3 718
99
4 3/4
121
3 3/4
95
.203 X .844
5 X 21.4
13.0
5.9
BSOOMBT13XKF
048810
500
4.35
5 1/8
130
5 1/4
133
4 1/2
114
4 3/8
111
4 3/8
111
.313 X 1.063
8 X 27
15.0
6.8
FNIUAR �R01 "
y 3.
� ' -
��.tt.. _ --
� ;..
T
B+7�50MBT13XKF
048827
750
6.52
7 3/16
183
5 1/4
133
4 •1/2
114
5 7/8
149
4 3/8
111
.313 X 1.063
8 X 27
28.0
12.7
BIKOMBT13XKH
058673
1000
8.70
7
178
6 3/8
162
5 7/16
138
5 1/16
129
5 5/16
135
.313 X 1.249
S X 32
29.8
13.6
B1K5MBT13XKH
058680
1500
13.04
713116
198
6 3/4
171
5 3/4
146
4 1/4
108
6 3/16
156
.313 X .437
8 X 11
39.0
17.6
B2K0MBT13XKH
058222
2000
17.39
8 1/8
207
6 3/4
171
5 3/4
146
5 1/2
140
6 1/8
156
.281 X .375
7 X 9.5
42.0
19.0
B3KOMBT13XXH
058796
3000
26.09
8 112
216
9
229
7 1/2
191
5 11/16
145
7 3/4
191
.44 X .91
11 X 23
64.5
29.2
NOTE: RK, RKF, RKH SUFFIX = PRIMARY CL "CC" FUSE BLOCK ATTACHED. DIMENSION "C" CHANGE NOTED.
XXH HAS NO PROVISION FOR SECONDARY FUSING.
Effective date: 12/01/04
14

"
-'N -��CONTROL, A
_OH16i
­Rll:
1 6elLEVP LA - "N -#V E�.
LAND '�'O H­44 0.0
A§4 '
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i6k
10
or umex �P'Uropjnq pp[16'4tiotvs W.hdrv' 0" badsThei.MUP .-AltbrOatla .0010o �All� _designed. sire
8, WOWv! � - r _.Thl ,I p romldps, equal run.: t m'eon IfiepuMp's. _
ppw.oi.- J
ppp ped to thinpu�-_rd.py -c.c, :state each -fifila"ft
.1
wtfialift i Ut )mi�ti thonge - S
-The .,opiArbi ',swJtdh',,:mqy- be-affwtf,t4o.i.nospt,,Prplo*�",
ii
10..
jopurhp for:
servicing m
It" Pm 0113VOO
ep aces,,Citfecanical-
Oeiays
']E"Y, toln.sWll
{add :S.tld'.ie.nd:df Pait
Fl
,Operatin :Tem

r RJ Series
Relays & Sockets
9
0
v
RJ Series Slim Power Relays
Compact and rugged power relays. Large switching capacity.
• Compact housing only 12.7-mm wide.
Large contact rating
RA (1-pole):16A (UL general use rating @250V AC)
HJ2 (2-pole): BA
• Non -polarized LED indicator available on blade type. IDECs unique light guide structure enables
high visibility of coil status from any direction.
• Excellent electrical and mechanical life.
Electrical life: 200,000 operations (AC load)
Mechanical life: 30 million operations (AC coil)
• HoHS directive compliant (EU directive 2002/95/EC). Contains no lead, cadmium, mercury, hexavalent chromium, PBB or PBDE):
• Diode model:
Diode reverse withstand voltage: 1 000V
• UL recognized, CSA certified, EN compliant.
UL508 CSA C22.2 No.14 VDEEN61(R 0-1
UL File No. E55996 CO- CSA Fill VDE UDE (RE6: Nr 8312)
CSA File No. LR35144
Reg: Nr. B312
Part Number Selection
C
EN61810-1
EC Low Voltage Directive
Ordering Information
When ordering, specify the Part No. and coil voltage code:
(example) RJ1S-C- A120
Pa�No. oil Voltage Code
Coil Voltage Table
i a D 12a 11l �A20 22Q J10 , D6 1' D24{38 1flD ��
Ga 1 12V AC 24V AC 110V A 120V AC 220V AC 240V AC 5V DC 6V DC y 12V I 24V DC 48V DC 100-110V DCV DC
CR
{
736 www.idec.com

Relays & Sockets
RJ Series
E
ME
Ilf-
Sockets
:170 {� ag"I'm g��5���"�iTy�
"Hold-down clip or spring must be removed to use with RJ PCB relays.
i
jAccessories
I
Specifications
I
Replacement Hold Down Springs
SQ9Z C
SQ1V 076 S02V-07B
'+Si192 C63 � z��SQ1U�S3
51;1211�3 � � -
s
Jumpers for SJ Sockets
2
SJ9Z JF2
Must
"
S9LJI5 �v_
purchase in
8
SJ9Z-JF8
quantities ti
of 10.
SJ9Z JF30 g :
u
:11MEOW 1 : _
A -A
Rip""
.,. k r....nY....�.,..:m.., _t.-.01..5"
Contact Configuration
SPDT DPDT
NOW f aterla Y
r °�. R. E tf 2 3�W £�*,Rl:
�! 'i,'i {R ?`7 3E•
s�f�e na
...� � _
i E
Degree of Protection
IP40„
Co a; es.stange i4 t"awyaluea I��
+—^• .: £rf
Q �., tY
dk !
t0 .'�i&k ;:,, au� >� ��E
,. ,ear iya'%,wyyt t,.+iwi's�37:•:':�X ..'�a. +, ai M:1• ;y...- _ . '`b -
Operate Time (*2)
15 ms maximum
10. ff1 s ° a;tlmuel;{vu tit, ' dit
•'a�.:,;�..�rk.r _.. -u.ziv:w,�:��:�..�
_
�.�czr.3tin:Le,�a:�a7:.aL.�.:.�L,',;�.�
Between contact and coil
5000V AC,1 minute 5000V AC,1 minute
Dielectrics
etwee c cts of the, am ipo(e-"
�00Q0�f A i mi "iit ram
Strength
Between contacts of different poles
— 3000V AC,1 minute
a,•�
�Uibrai<ton RPe gee . re es , r ys
eY 5,ea - g! �b� t 7 1 ivdi �"
1t1fr biz am node 0:rm�,E,.� ��� �� ��:
i)lstane Damage limits -
�-
10 to 55 Hz, amplitude 0.75 mm
d'€R X t $ F
! Z lu5 S8' 24...,..�R�sn mpr'n�y
NQcoAta 12liQms1eh>aet 3 /s =
ShockDperah��extrelaeg
a3 ,.a- ' '2 i,,;ac�..r'.-s;s;..;�.:.
..m,fS..
Resistance Damage limits
1000 m/s'
§
ON"
�
iAGlodalaNierated£ad),�,...,
DGoad9Ofl0Uoperaram(operahnni%gFuci�0t}rperattonsperhaur),€ M¢,`
µ r -' „
Mechanical Life (no load)
AC coil: 30,000,000 operations minimum (operation frequency 18,000 operations per hour)
OC coil: 50,000,000 operations minimum (operation frequency 18,000 operations per hour)
0 oraf yp�T�}p�etae t ;£
7 a�nsi�
y ' a/ j j w
k7 'arc -�$i;
i� '-"l,: u= £
;li lrlarap.Zlt11 V iex k, k °f4°-R ?.�.£"",E.z`;-wi'Ar}i+a
wI2011 , ate. +...; -.? � ai....'r,. t.. »«- ' " .x 4:r.--..w.a,:.zza 'Yiu:�..sm8�°�.
Operating Humidity
5 to 85% RH (no condensation)
1Netttuproxj E f ,�,.:
'.
19g,,C�tadetype) 17g�rotmG'type) 96g G fort}!pel
.. �,.:iv.s m.�a.�.-,_z_,�x�m,•�,.rrt�3.:�
Note: Above values are initial values.
1. Measured using 5V DC,1A voltage drop method.
2. Measured at the rated voltage (at 20°CI, excluding contact bounce time.
3. 100% rated voltage.
I
USA:800-262-IDEC Canada:888-317-IDEC 737

idec Relays
RY/RM Series
RY/RM Series - General Purpose Miniature Relays
Key features of the RY series include:
• Compact miniature size saves space
• 2POT and 4PDT models, available with bifurcated crossbar contacts,
ensure reliable low -current switching for dry circuit applications
• Choice of plug-in/solder or PCB type terminals
• Options include check button for test operation and indicator lights
• DIN rail, surface, panel, and PCB type sockets available for a wide
range of mounting applications
RY2, RY4: Silver (Ag), gold-plated
Contact Material
RY2,2, RY42 Ag-Pd alloy
RM: Silver (Ag)
RY2, RY4: 50mg maximum
Contact Resistance
RY22, RY42:100mS2 maximum
RM: 30mS2 maximum
RY2, RY4: 5V DC,10mA/24V DC, 5mA
Minimum
RMZ 24VDC/10mA, 5VDC/20mA
Applicable Load
efrence value)
Bifurcated contacts: RY22, RY42:
1V DC,100pA (reference value)
Operating Time
20ms maximum
Release Time
20ms maximum
Maximum Continuous
Applied Voltage
110% of the rated voltage
(AC/DC) at 20°C
Minimum Operating
80% of the rated voltage
Voltage (AC/DC) at 20°C
Drop -Out Voltage (AC)
30% or more of the rated voltage
Drop -Out Voltage (DC)
10% or more of the rated voltage
RY2, RY22: DC: approximately 0.8W
Power Consumption
AC: approximately 1.1VA (50Hz), IVA (60Hz)
_
RY4, RY42, RM2 DC: approximately 0.9W
AC: approximately 1 AVA (50Hz),1.2VA (60Hz)
Insulation Resistance
100MS2 minimum
(measured with 500V DC megger)
-
RY2, RY22: Between live and dead parts:1,500V
AC,1 minute; Between contact and coil:1,500V
AC,1 minute; Between contacts of
different poles:1,500V AC,1 minute; Between
Dielectric Strength
contacts of the same pole:1,000V AC,1 minute
RY4, RY42, RM2,: Between live and dead parts:
2,000V AC,1 minute; Between contact and coil:
2,000V AC,1 minute; Between contacts of differ
ent poles; 2,000V AC,1 minute; Between contacts
of the same pole:1,000V AC,1 minute
Frequency Response
1,B00 operations/hour
Temperature Rise
Coil: 85°C maximum
Contact: 65 C maximum
Vibration Resistance
0 to eG (55Hz maximum)
Shock Resistance
RY2, RY22:10ON (approximately 106)
RY4, RY42, RM2: 200N (approximately 20G)
RY2, RY4: over 200,000
operations (120V, 3A)
Life Electrical
RY22, RY42: over 200,000
Expectancy
operations (120V AC, IA)
RM2 over 500,00 operations (240V AC, 5A) -
over 50,000,000 operations
Mechanical
Operating Temperature
-30 to +70°C `,
Weight
DPDT: 23g; 4PDT: 34g (approximately)
UL Recognized
Files No. E55996
O
TUN
r0.0DU TEMEE
File No. B020813332452
CE
GCSA Certified
- File No.LR35144
Order standard voltages for fastest delivery. Allow extra delivery time
for non-standard voltages.
Basic Part No. Coil Voltage:
RY4S-U AC110-120V
www.idec.com USA: (800) 262-IDEC or [phone], Canada (888) 317-IDEC E-17

I idecRY/RM Series Relays
Part Numbers
I
Part Mnmharc• RV/RM Rpria_s with Ontinns
Contact Configuration
MUM "IRM
Indicator Light and Check Button
DPDT smallfootprint
72S
IMS-Ul_
RY2S-UC
RY2S-UI.0
RY2S-UT
DPDT
(bifurcated contacts)
RY22S-U
Y22S-UL
RY22S-UC
RY22S-ULC
RY22S-UT
S
DPDT wide footprint
RM2S-U
RM2S-UL
RM2S-UC
RM2S-ULC
RM2S-UT
Solder/plug-in
4PDT
RY4S-U
RY4S-UL
RY4S-UC
RY4S-ULC
RY4S-VT
4PDT
(bifurcated contacts)
RY42S-U
RY42S-UL
RY42S-UC
RY42S-ULC
RY42S-UT
DPDT small footprint
RY2V-U
RY2V-UL
RY2V-UC
RY2V-ULC
-
V
DPDT
(bifurcated contacts)
RY22V-U
RY22V-UL
RY22V-UC
RY22V-ULC
-
PCB 0.031"
DPDT wide footprint
RM2V-U
RM2V-UL
_-
RM2V-UC
RM2V-ULC
-
(0.8mm) wide
4PDT
RY4V-U
RY4V-UL
RY4V-UC
RY4V-ULC -
R3/R4
4PDT
(bifurcated contacts)
RY42V-U
RY42V-UL
RY42V-UC
RY42V-ULC
Ratings
Coil Ratinas
UMKMTMIMIMMTKW�'
VoltageRated
i
i
,i iMe
NERM2,
I
IM M1
' 'MEN
RY4,
M!
6V 150mA 200mA
170mA 240mA 18.852
9.452
250mA 340mA 0.09H 0.081­1 0.06H 0.04H
AC
12V
75mA 100mA
86in 121mA 76.852
39.352
120mA
170mA 0.37H 0.30H 0.22H 0.16H
24V
37mA 50mA
42mA 60.5mA 300Q
153Q
56mA
85mA
1.5H
1.2H
.9H
0.63H
120V*
7.5mA 11mA
8.6mA 13.1mA 7,68052
4,170n
12mA
16mA
37H
33H
22H
15H
240V t
3.2mA 5.5mA
3.7mA 6.6mA
31,200Q
15,21052
7mA 8mA 130H 130H 77H j 62H
DC
6V
128mA
150mA
470
4052
N/A
12V
64mA
75mA
188Q
160Q
24V
32mA
36.9mA
750Q
650Q
48V
18mA
18.5mA
2,660Q
2,600Q
110V#
-
9.1mA
-
12,10052
is*For RY4/RY42/RM2 relays = AC1101120V AC.
f For RY4/RY421RM2 relays = 2201240VAC
t For RY41RY421RAD relays = 1001110V DC.
Contact Ratings (gold plated) RY4, RY2
Resistive
inductive
30V DC DPDT
4PDT
3A 3A
3A
1.5A
5A
5A
5A
1.5A
100V DC
DPDT
0.2A
-
0.2A
0.2A
4PDT
0.2A
-
0.2A
0.2A
120VAC
DPDT
3A
3A
1.5A
1.5A
4PDT
5A
5A
5A
5A
240V AC
DPDT
3A
3A
0.8A
0.8A
4PDT
5A
5A
5A
5A
Contact Ratings (bifurcated) RY42, RY22
MWQQMM..• I ■ I M rr Wa iMAUAW MA,
30V DC to 0.5A
120VAC 1A 0.5A
240V AC 0.8A 0.4A
Contact Ratings RM2
I Resistive inductive m
N O ' 1MMM
30V DC 5A 5A I 5A
,�MME
2.5A - 2.5A
110V DC 0.4A
0.4A
-
0.4A
-
0.4A
120V AC 5A
5A
5A
2.5A
2.5A
2.5A
240V AC 5A
5A
5A
2A
2A
2A
E-18 www.idec.com USA: (800) 262 IDECor [phone], Canada (888) 317-IDEC

idecRelays RY/RM Series
RY4Part Numbers: Sockets
M;fnElliriTtno,,
Part Number Use With
RY2S
RY22S
Y2S-0 SY2S-05C SY2S-51 SY2S-61
�
MS-02F10O
SFA-1010 SY2S-05,-05C
RM2
SM2S-05 SM2S-05C SM2S-51
SFA-20200
RY4S
SM-61
SY4S 62
SFA 301C�
RY42S
SM-05 SM-05C SM-51
SFA-302© SM-51, -61
.
SM-51 F10O
See Section Ffor details on sockets. All DlNrail mount sockets
SM-02F10O
shown above can be mounted using DIN rail BNDN1000.
SFA-101 p SY2S-05, -05C
SFA-202©
SFA-301(
SFA-3020 SM-51, -61
SY4S-51F10
O Top latch
0 Side latch
0 Pullover spring
i
1 44 1 2 3 4
L_ EO�912 9 11 E12
13 14 13 14
H (+) H N
RY2, RY22 RY4, RY42
EE,
9 12
13(-) (+)14
RM
Image as viewed from bottom of relay. Refer to socket for enact
& I
wiring layout (Section F).
www.idec.com USA: (800) 262 IDEC or [phone], Canada (888) 317-IDEC E-19

RU Series Relays & Sockets
H
V
d
u
U
d
RU Series Universal Relays
Full featured universal miniature relays
Designed with environment taken into consideration
• Two terminal styles: plug-in and PCB mount
• Non -polarized LED indicator available on plug-in relays
• No internal wires, lead-free construction
• Cadmium -free contacts
• Mechanical flag indicator available on plug-in relays
• Manual latching lever with color coding for AC or DC coil
• Snap -on yellow marking plate; optional marking plates are available in four other colors
• Maximum contact ratings: 1OA (RU2), 6A (RU4), 3A (RU42)
• UL Recognized, CSA Certified, EN Compliant
® LIMB
CSA C22.2 No.14
C% us File No. E66043
CSA C22:2 No.14
® CSA File No. LR35144
EN61810-1
With Latching or Momentary Lever
Mechanical Indicator" ...................
The contact position can be confirmed through,
the five small windows.
Marking Plate.............................
Standard yellow marking plate is easily replaced•.,
with optional marking plates in four colors for
easy identification of relays.
LED Indicator* ......................••••.,
Non -polarized green LED indicator is standard
provision for plug-in terminal, latching lever
types
Standard (without lever)
AC/DC Color Marking ............••••••
For identification of AC or DC coils.
AC coil: Yellow
DC coil: Blue
Mechanical Indicator' ...........
Marking Plate ....................
LED Indicator* .....................
Non -polarized green LED indicator is
provision for plug-in terminal types.
......... Latching and Momentary Lever
Using the lever, operation can be checked without energiz-
ing the coil. The lever is color coded for AC and DC coils.
AC cod�O��,ngRed
DC Coil
In Normal Operation
Note: Turn off the power to the relay coil when using the latching
lever. After checking the operation, return the latching lever
in the normal position.
White
Blue
a- 1 w
Red
@@RIM
Voltage marking on
•Not available on PCB type. yellow tape
24V AC
41�1 to �1o�L
110 to 120V AC
imam
220 to 240V AC
6V DC
E
48V DC
754 www.idec.com

Relays & Sockets RU Series
Part Number Selection
1. Plug-in terminal models have an LED indicator and a mechanical indicator as standard.
2. PCB models do not have an LED indicator or a mechanical indicator.
Coil Voltage Table
Sockets
RU2S(DPDT)
RU2S-M
RU2S-MR-
RU2S-MD
�.,
T 4
RU4S-M
> RU4S-MR'
`1
RU4S-MD
f
RU42S M 4�i1 2D=
RU42S MR-1 5
«, �A
046 5
RU42S-MD-3t2. 2k iI$i11 a
IF ko
'g f �z p48€t?1c �E
Ordering Information
When ordering, specify the Part No. and coil voltage code:
(example) RU2S-C A1410
Pa� No. c---Coil Voltage. Code
24V AC \1 110-120V AC 1220-240V AC I 6V DC I 12V DC I 24V DC i 48V DC 1 110V DC
R1 /R2
USA:800-262-IDEC Canada:888-317-IDEC 75E.

JRR Series Relays ■ eC
Part Numbers
Part Numbers: RR Series with Options
jj��
P PA
Contact Configura i n
DPDT
Basic Part No.
RR2P-U
Indica or Ligh 0
RR2P-UL
MIMI:
RR2P-UC
Light and Check Button
RR2P-ULC
Side Flange
—
(pin)
3PDT
RR3PA-U
RR3PA-UL
RR3PA-UC
RR3PA-ULC
—
SPDT
RR1BA-U
RR1BA-UL
RR1BA-UC
RR1BA-ULC
RR1BA-US
B,BA
(blade)
DPDT
RR26A U
RR2BA UL
RR 2BA UC
RR28A ULC
RR213A-US
313DT
RR36-1.1
RR3B-UL
I RR3B-UC
RR313-ULC
RR313-US
1. RRIBA, RMA, and RMA are U.S. standard terminal arrangements.
2. For diode option on DC coils please consult factory.
Ratings
Coil Ratings
Rated�Voltagei
6V
Rated Current±15%
i
420mA
at 200C
i-Energizing
490mA
4.9Q
720mA
Inductance
De -Energizing
0.04H
0.02H
12V
210mA
245mA
1852
365mA
0.15H
0.08H
AC
24V
105mA
121mA
79Q
182mA
0.57H
0.32H
120V
20.5mA
24mA
21OOQ
35mA
15H
8.2H
240V
10.5mA
12.1mA
8330n
18mA
57H
32H
DC
6V
240mA
2592
N/A
12V
120mA
10092
24V
60mA
400Q
48V
30mA
160M
110V
13mA
8460Q
Contact Rati
j 30V DC
110V DC
120V AC
240VAC
10A
10A
10A
7.5A
7A
MA
—
— � Inductive load:
1/4 hp cos 0 = 0.3, IlR = 7ms.
1/3 hp
0.5A
—
—
0.3A
—
0.5A
10A
10A
10A
7.5A
MA
MA
MA
10A
10A
5A
7A
7A
Applicable
Part Numbers: Sockets
Standardi
Rail Mount
i
Rail Mount
Panel Mount
RR2P
;;
;�i
SR2P-05C
—
SR2P-51
RRVA
SR3P-05
SR3P-06
SR3P-05C
SR3P-51
RR1BA
RR26A
SR36-05
—
SR3B-51
RR36
Springs & Clips
op
Part Numbers
SR2B-02F1
Use With Socket
SR2P-05,-05C,-06
SRV-01171
SR2P-51,SR3P-51
SR3P-05, -05C, -06
S11313-021`1
SR3B-05, -51
SR3P-01F1
SR3P-51
S13313-02F1
SR313-05
SR36-51
See Section F for
details on sockets.
All DIN rail mount
sockets listed can be
mounted using DIN
rail BNDN1000.
E-14 www.idec.com USA: (800) 262-IDEC or [phone], Canada (888) 317-IDEC

j Distribution, Assembly and Kitting of Electra -Mechanical
Devices,
Y
`N 'Including Switches, Controls and Related Equiptmeni
'Serving the Industry since 1932"
HOME SEARCH CATALOG STOCK CHECK LINE CARD CONTACT US POLICIES
Spemco :: Switches
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Categories
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SPEMCO Switches
Cut Sheets: PDF
SPDT ON -OFF -ON, 20Amp-125v, .250Q.C. Terminals
Type Toggle Switch
Amps @ 125 VAC 20
Amps @ 250 VAC 10
Maximum HP 314
Contact Form
SPDT
Switch Function
ON -OFF -ON
Number of Connections
3
Terminals
.250 Q.C. Terminals
Mounting Type
Panel
Mounting Hole (Inches)
15/32
Bat Toggle Length (Inches)
.65
Stem Length (Inches)
.47
Stem Diameter (Inches)
Application
RoHS
Yes
Approvals
U.L. & CSA
QUOTE CART
HAND -OFF -AUTO
N-OFF-TEST
(Required Field denoted by *)
Order Quantity : s
t._.—....... ..... _....._........ _......... __............
Add To Cart
NOTE: () Around a function denotes a MOMENTARY function.
Not all Spemco products are displayed on website. Be sure to contact a salesperson if you do not see what
you are looking for. Click "notes" to view Cut Sheets. Prices quoted on this website are our "Suggested
List Price". To receive a price quote tailored to your specific needs, please contact one of our sales
representatives or "Request Quote" from the shopping cart of this site.

Chicago Miniature Lighting, LLC
Lighting the world since 1910
DESCRIPTION'
All dimensions Mounting: Will snap -fit into 0.500/.505 hole in
in inches. 630 panels .020/.100 thick. Push -on speednut SN0461
also available.
__I FF .310 Mounting hole pattern on page SP2.
Terminals: Tinned brass
Lens: Polycarbonate
Bezel: Polished stainless steel.
For black finish add "X" after the series letter(s).
Housing: White Nylon
Neon
Incandescent
Lens Color
Model No.
(105-125VAC)
Model No.
(208-250V)
Model No.
(12V)
Model No.
(28V)
Red
1050QC1
1051QC1
1090QC1-12V
1090QC1-28V
Clear
1050QC2
-
-
-
Amber <
105073
1051QC3
1090QC3-12V
1090QC3-28V
White
11050QC4
1051QC4
11090QC4-12V
1090QC4-28V
Green
1052QC5`
11053QC5"
1090QC5-12V
1090QC5-28V
Lamp used
C2A+Resistor
C2A+Resistor
1 #2162
1 #2187
* Incorporates G213 lamp and resistor.
Underwriters Laboratories (UL) File No. E20325
Canadian Standards Association (CSA) File No. LR13346
147 Central Avenue 18703 Dix Toledo Road Saret Zone Franca, Edifico B
Hackensack, NJ 07601 Brownstown, MI 48193 Alajuela Costa Rica
Phone: [phone]
Fax: [phone]
E-mail:[e-mail] • Web. Site: www.chmi.com
Chicago Miniature Lighting, LLC reserves the right to make specification revisions that enhance the design and/or performance of the product

o22mm - HW Series Oiltight Switches & Pilot Devices
Pilot Lights (Assembled)
O
all Voltage I-IMP-11`00-0-G) HVV4P-1FQ(D-Q-G
N
240V AC HW1P-1FM4(D-(D I HW4P-lFM4@)-Q
kA
L4 M
F"M
DC -DC Converter* 110V DC MMM-0
CC
NMI
MEN=
E Operator Only HW2P-1FQ0-@
M,
120V AC HW2P-lFH2@-(D
Transformer
480V AC Y MlFTM-0
F
Q Lens/LED Color Code 0 Full Voltage Code
S
Amber A
12VAC/DC 12V
�',ffiyn r �"v �"'g
Red R 24Y21
W" 120V AC (LED only) 120'
h.
White W 'E
o
L2
HW1P-2FM49)-(D
HWlP-202D-(D
HW4P-2FQ@-Q-G)
REME
HW4P-2FM4@-O
@ Lamp Type Code
A 1.
In place of (2), specify the Lens/LED Color Code from table
below.
2.
in place of Gspecify the Full Voltage Code from table below.
Incandescent Blank
3.
In place of (@ specify Lamp Type Code from table below.
4.
`DC -DC convertor voltage input from 90-140V DC, comes with
spring -up terminals only.
5.
DC -DC convertor models with LED lamps only.
6.
For nameplates and accessories, see page 546 and 549.
7.
For dimensions, see page 551.
8.
Pilot lights do not come with anti -rotation ring.
9.
Operator models come with operator and lens.
10. Yellow pilot light comes with white LED.
514 www.idec.com

0HOLETRI
OMTOL, W
Alarm Light RL-3 High Intensity , ...............................................
• Lexan lens magnifies and intensifies light
:
• Available in 4 colors: Red, Blue, Amber,
and Green
•
• Flanged lens base and gasket creates
watertight seal on enlcosure
*41
• Interior mounting screws require no sealing
• Easy bulb replacement
•
• Rugged lens resists damage
• Low profile design
• UL Type 4X recognized
•
• Medium base socket with screw terminal
• Fast and simple mounting
• Available in kit form: including 4 self -tapping
screws, a nylon thumbscrew, light bulb,
socket, light mounting bracket, and rubber
gasket. Add (K) to part number when ordering
a kit.
MEDNM BASE
BULB
-
RED SHATTER
RESISTANT
POLYCARBONATE
GLOBE
LIGHT COMES COMPLETE WITH:
RED POLYCARBONATE LENS
CLOSED CELL. NF.OPRFNE GASKET
BULBSOCKET
CLEAR INTENSITY BULB
NYLONSCREW
LOCKNUT
BULB
12OV-021 AMPS
24V-1.04 AMPS
12Y-2.CBAMPS
08-32
MOUNONG SCREWS
(4REQD)
I8-32
SUPPORTSCREW
REMOUNTING
SCREWS
MOUNRNG BMCItET
/MA
ACKYA -LI
WHITEWIRE-N
FROM 120VACALARM ORCUIT 18 GA%RE -MN.
'CONNECTTO ANYAIARMQRCUITOF ANY USTEDCONTROLUNR
Part Number
RL - 3 (Lens Color) (Kit)
FOR U�REL Example: RL-3K
INSTALLATION- ALL MODELS ARE SUITABLE FOR EITHER INDOOR OR
OUTDOOR TYPE 2, 3, 3S, A 4, 4X, OR 12 USE.
QUICK SIMPLE BULB REPLACEMENT
REMOVE NYLON SCREW FROM BASE
AND LOWER BULB
ONLY ONE PUNCHED HOLE REQUIRE FOR MOUNTING
I - 15f 16" DIA. PUNCH OR A
1 - a' CONDUIT PUNCH
Call, e-mail, or fax us your order today.
. Phone: [phone] Fax [phone] E-mail: [e-mail]
www.oecinc.net

ETN
RIE
When supply voltage is applied, the OFF delay (T7) begins. Upon
completion of the OFF delay, the load energizes and the ON delay (172)
begins. Upon completion of the ON delay, the load de -energizes and
one cycle is complete. This ON/OFF cycling continues until the supply
voltage is removed. The OFF delay always equals the ON delay.
1.83 ►I
.99
RO.19
DIA
.9 5
SUPPLY
T1 T2 T1 T2 T1 LOAD
TIMING F lasher, 50% Duty Cycle
ACTION
TIMING RANGE KlFactory Fixed, (45-150)
Flashes per minute ±20%
1 A
10 A Maximum (Inrush)
40 mA Minimum (Hold in Current)
Resistive
OUTPUT (Fullwave)
RATING
(SOLID STATE) 3 A
Resistive
2.5 Volt Drop @ 1 A
10 A Maximum (Inrush)
40mA Minimum (Hold in Current)
(Halfwave)
11.1 Volt Drop @ 3 Amp
SUPPLY
120 VAC; ± 15%, 50/60
VOLTAGE
TERMINATIONS1j2) 6 inch wires, 18 AWG, 300 Volt
TEMPERATURE
Operate
-4° to 140°F (-20° to +60°C) Free Air
-400 to 185°F (-400 to +85°C)
RATING
I Storage
MOUNTING
No. 8 or No. 10 Screw
Case, Totally Encapsulated for
ENCLOSURE
[Polycarbonate
Environmental Protection
WEIGHT
�10.11bs.
C%®US SO
soli
d-State Flashes
• Totally Solid-state
• 2-Wire Leads (Series Connection with Load)
• Totally Encapsulated Circuitry
• Molded Case with Built -In Mounting Feature
• High Inrush Capability
• Low Cost
• 1 Amp (Fullwave) and 3 Amp (halfwave) versions
MODEL NUMBER »»» I ETN 120 F T 75
120 Volts 120
AC Voltage A
i 3 Amp Halfwave H
"00 erats"
( Fixed Unit F
Enclosure Type T
75 Flashes/minute (Standard) 75
Contact factory for other flashing rates
a

-� mom
E.L.ECTit�nFLE HEAT'
a?�s�rTtetaLLB�
Product Data Sheet for Silicone Rubber Heaters
FEATURES
• Rectangular, tape and
i round standard heaters in
the most frequently
-r requested dimensions for
immediate delivery
• 115V standard
__ • Power densities of
2.5W/in.2 5W/in.2 and
10W/in.2 cover a wide
range of applications
i Operating temperature
range of -70°F to 450°F
• Resistant to many
chemical substances
• Components UL
Recognized and CSA
Certified
• Custom configurations_
available
APPLICATIONS
• De-icing and anti -icing
equipment
• Freeze protection for
drains in refrigeration
equipment
• Electric motor
dehumidifying
• Consumer appliances
• Vending equipment
• Food service equipment
• Security cameras
Please contact the
engineering department at
Electro-Flex Heat, a Division
of ThreeHeat, LLC, for
assistance with specific
applications.
GENERAL INFORMATION
Silicone Rubber heaters have wire -wound or etched foil heating circuits
laminated between thin layers of fiberglass -reinforced, high temperature
insulation, silicone rubber.
The thin profile transfers heat quickly because the actual resistance element
is so close to the heated part. A common application of Silicone Rubber
Heaters is wrap -around drum heating to provide freeze protection/viscosity
control for a variety of materials. (See our separate Drum Heaters and
Insulating Blankets product sheet, EFN-1001.)
Silicone Rubber heaters are resistant to temperature extremes, moisture,
weathering, radiation, fungus and chemical attack. They also have a high
dielectric strength, flexibility, provide a cost effective heating solution and are
easily bonded or cemented to heat sinks or other parts to be heated.
Silicone Rubber Heaters can be virtually any size, shape and configuration
and are the ideal _solution for many low and medium temperature
applications which do not conform to standard heater shapes, sizes and
dimensions. Although Electro-Flex Heat offers three off -the -shelf
configurations (rectangular, tape and round) available for immediate
delivery, we can also customize heaters in a wide variety of shapes,
contours, three-dimensional patterns and heat concentrations to fit the
requirements of your specific application.
Three power densities at 115V are available for most stock heaters:
2.5W/in.2, 5W/in.2 and 10W/in.2. Gentle warming is best done with 2.5W/in.2,
while the 5W/in.2 are used for all-purpose heaters. Rapid warm up and high
temperature are achieved with the 10W/in.2 heaters; however, temperature
should be controlled to ensure as a safe limit of 450OF is not exceeded.
How to order:
1. Determine specifications desired (see Figure 1 and Tables 1, 2, 3).
2. Determine power density desired (see Figure 2 and Tables 2, 3).
3. .Specify modle number (see Figure 3).
4. Contact factory or representative (see back page for contact information).

Silicone Rubber Heaters Q
Tahle 1_ General Snecifications
Characteristic
Value
Material and construction
fully vulcanized fiberglass -reinforced silicone rubber encapsulating a nickel
alloy or thin foil heating element
Voltage
115V
Power densities available at 115
2.5W/in.2, 5W/in.2, 10Wfin.Z
Operating temperature range
-70OF to 450OF
Exposure temperature range
-70OF to 450OF
Resistance tolerance
t10%
Thickness
0.030in. to 0.070in. (except at lead exit
Leads:
gage
insulation
length
varies according heater wattage and voltage
Teflon@ unless specified
12.Oin. min.
Component approvals
UL, CSA
High -potential dielectric testing at 115
1250V
Serviceable parts
none
Figure 1. off-the-5nelt Gontl uratlons Avallame for Immemate Uelivery
Rectangular Round
General Rectangular Tape
JW1 ��--� 0
L�
Tahle 2_ RPr_tannular Confinuratien at 115V (Power Densitv in W/in.21
Len th
in.
Width in.
1
2
3
4
5
6
7
8
9
10
11
12
-
-
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
1
-
5
5
5
5
5
5
5
5
5
5
5
10*
10
10
10
10
10
10
10
10
10
10
10
O2
_
2.5
5
2.5
5
2.5
5
2.5
5
2.5
5
2.5
5
2.5
5
2.5
5
2.5
5
2.5
5
2.5
5
10
10
10
10
10
10
10
10
10
10
10
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
3
5
5
5
5
5
5
5
5
5
5
10
10
10 1
10
10
10
10
10
10
10
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
4
5
5
5
5
5
5
5
5
5
10
10
10
10
10
10
10
10
10
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
5
5
5
5
5
5
`5
5
5
10
10
10
10
10
10
1 10
10
2.5
2.5
2.5
2.5
2.5
2.5
2.5
6
-
-
5
5
5
5
5
5
5
10
10
10
10
10
10
10
2.5
2.5
2.5
2.5
2.5
2.5
7
-
-
5
5
5
5
5
5
10
10
10
10
10
10
2.5
2.5
2.5
2.5
2.5
8
-
_
-
5`
5
5
5
5
10
10
10
10
10
2.5
2.5
2.5
2.5
9
-
-
-
-
-
-
-
-
5
5
5
5
10
10
10
10
2.5
2.5
2.5
10
-
-
-
-
-
-
-
-
-
5
5
5
10
10
10
2.5
2.5
5
5
10
10
2.5
12
-
-
-
-
-
-
-
-
-
-
-
5
10
Note: F iIn. x iin. avananle as sou unm only.
2 Electro-Flex Heat, a Division of ThreeHeat, LLC

Silicone Rubber Heaters
Tnhla 9 Par_fannnlar Cnnfiniimfinn a+ 115V /pnwar r]encifv in W/in_21 lenntinuedl
Width in.
Length in.
1
2
3
4
5
6
7
8
9
10
11
12
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
18
5
5
5
5
-
5
-
5
-
5
-
5
10
10
10
10
10
10
-
-
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
24
5
5
5
5
-
5
-
5
-
5
-
5
10
10
10
10
10
-
-
-
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
30
5
5
5
5
-
5
-
5
-
5
-
5
10
10
10
10
-
-
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
36
5
5
5
5
-
5
-
5
-
5
-
5
10
10
10
10
-
-
-
-
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
42
5
5
5
5
-
5
-
5
-
5
-
5
10
10
10
10
-
-
-
-
2.5
2.5
2.5
2.5
2.5
2.5
2.5
2.5
48
5
5
5
5
-
5
-
5
-
5
-
5
10
10 1
10
10
A-
-
Tahla 3_ Round Confiauration at 115V
Diameter
Power
Diameter
Power
(in.)
Density
(in.)
Density
W/in?
/in.2
3
2.5
8
2.5
5
5
10
10
4
2.5
9
2.5
5
5
10
10
5
2.5
10
2.5
5
5
10
10
6
2.5
11
2.5
5
5
10
10
7
2.5
12
2.5
5
5
10
10
Fiaure 2. Power Density vs Voltage
20
How to use:
1. Find desired power
15
density on the
AL
10
g
--�`� 07
5
0 4
3 3
vertical axis.
2. Move right to one of
the three standard
density lines.
3. Move down and
read the voltage on
the horizontal axis.
0
N. �c
-y
h
0
a
2
1.5
711
1
30
11
300
50
100
150 200
Applied
Voltage M
Figure 3. Part Number Uraer Gume
Rectangular Heaters Round Heaters
Example Model Number: SH-2X4-10-115 = Silicone Rubber Example Model Number: SH-6D-5-115 = Silicone Rubber
Heater, tin. W X 4in. L, 10Wrin?, 115V. Heater, 6in. dia., 5W/in?, 115V.
SH- X. - -115 SH- D- -115
Type Voltage v Type Voltage
SH =Silicone Rubber Heater SH = Silicone Rubber Heater 115 -115V
Width Power Density Power Density
2.5 = 2.5An: Diameter 2.5 = 2.5fin?
(See Table 2.) 5 = 5Wfin.Z (See Table 3.) 5 = 5W/in?
Length 10=10WAn.2 10 = 10Wfin?
Efectro-Flex Heat, a Division of ThreeHeat, LLC 3

Silicone Rubber Heaters
WARRANTY AND LIMITATION OF REMEDY AND LIABILITY
Electro-Flex Heat, a Division of ThreeHeat, LCC (hereafter referred to as "Electro-Flex Heat") warrants its products
against defects in material and workmanship for at least one (1) year from the time of delivery, provided such product is
properly applied, used and maintained. Electro-Flex Heat does not warrant any product against damage from corrosion,
contamination, misapplication, improper specification or wear and tear and operational conditions beyond Electro-Flex
Heat's control. The terms of this warranty are the exclusive terms available to buyer and to any other person or entity to
which products are transferred during the period of this warranty. No person has authority to bind Electro-Flex Heat to a
presentation or warranty other than this express warranty.
Electro-Flex Heat shall not be liable for incidental or consequential damages resulting from use of the products whether a
claim for such damage is based upon warranty, contract, negligence or other cause of action. Should any product fail while
subject to this warranty, such product shall be repaired or replaced, at Electro-Flex Heat's option, at no charge to buyer or
to any other person or entity to which product is transferred during the period of this warranty. Electro-Flex Heat must be
notified of the alleged failure of the product within thirty (30) days of such event and advanced authorization for repair or
replacement must be obtained in writing from Electro-Flex Heat.
THIS WARRANTY IS MADE EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED,
INCLUDING WITHOUT LIMITATION, ANY WARRANTY ARISING FROM A COURSE OF DEALING OR USAGE OF
TRADE, AND ALL OTHER SUCH WARRANTIES ARE SPECIFICALLY EXCLUDED. THE CORRECTION OF ANY
DEFECT IN OR FAILURE OF PRODUCTS BY REPAIR OR REPLACEMENT TO THE EXTENT SET FORTH ABOVE,
SHALL BE Electro-Flex Heat's LIMIT OF LIABILITY AND THE EXCLUSIVE REMEDY FOR ANY AND ALL LOSSES,
DELAYS OR DAMAGES RESULTING FROM THE PURCHASE OR USE OF THE PRODUCTS. IN NO EVENT SHALL
Electro-Flex Heat BE LIABLE FOR SPECIAL, INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES. Electro-
Flex Heat SHALL NOT BE LIABLE FOR, BUYER AND ANY OTHER PERSON OR ENTITY TO WHOM PRODUCTS ARE
TRANSFERRED DURING THE PERIOD OF THIS WARRANTY ASSUMES RESPONSIBILITY FOR, ALL PERSONAL
INJURY AND PROPERTY DAMAGE RESULTING FROM OR RELATED TO THE HANDLING, POSSESSION OR USE
OF PRODUCTS AND PRODUCTS MANUFACTURED AND SOLD BY Electro-Flex Heat HEREUNDER.
Electro-Flex Heat IS NOT LIABLE FOR LABOR COST INCURRED IN REMOVAL, REINSTALLATION, OR
AUTHORIZED REPAIR OF THE PRODUCT OR FOR DAMAGE OF ANY TYPE WHATSOEVER, INCLUDING
INCIDENTAL OR CONSEQUENTIAL DAMAGE.
USERS ARE RESPONSIBLE FOR THE SUITABILITY OF THE PRODUCTS TO THEIR APPLICATION. PRICING IS
F.O.B.
ELECT-0*FLEX, HEAT
a. D.Msion of Thrao! leaf LLC.
5 Northwood Rd
Bloomfield, CT 06002
Phone: [phone] EFH1007 Issue a
August 2011
Fax: [phone] @2011 Electro-Flex Heat, a Division of ThreeHeat LLC
www.electroflexhoat.com

SA INAW
Saginaw Control & Engineering
95 Midland Road
{ T '0
Saginaw, MI 48638
ENGINEERING'Phone:
[phone]
mialliviiiii
Fax: [phone]
f�circr +z�ccisrra-r�>tt
http://www.saginawcontrol.com
Part Details CE-TEMN
Part Number: SCE-TEMNC
Description: Thermostat
(normally Closed)
Height: 2.40 inches;
Width: 1.26 inches
Depth: 1.42 inches:
Page Number: 242
List Price: $32.55
Product Code: P2
Est. Shipweight: 1.00 lbs.
NEMA Rating: NA
Similar Partnumbers -
. SCE-TEMNO
Having trouble downloading drawings? Click.. .ere for help.
Installation Information -
Application -
. Thermostat Designed to regulate and air temperature in enclosures that operate with
--- heaters or fans. This mechanical bi-metallic thermostat has a set point
range of 30 to 140 degrees F and is easily installed on 35mm mounting
rail. (NC) Contact normally closes, or (NO) contact normally open, switch
capacity 10 amp 120-250 V AC Resistive load and 1 amp 120-250V AC
Inductive load, 1.25 amp 24V DC.
Copyright © 2000 - 2008 - Saginaw Control & Engineering

h
WaterResources
ENVIRONMENTAL QUALITY
March 2, 2017
Sandra Hardy, Administrator
Wade Hampton Property Owners Association
PO Box 2286
Cashiers, NC, 28717
Subject: Permit No. WQ0039069
Wade Hampton Property Owners Association
Replacement of Sewer -Lift Station #8
Wastewater Collection System Extension Permit
Jackson County
Dear Ms. Hardy:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIlVIMERIVMAN
Director
In accordance with your application received January 25, 2017, and additional information received on
February 22, 2017, we are forwarding herewith Permit No. _WQ0039069 dated March 2, 2017, to the
Wade Hampton Property Owners Association (Permittee) for the construction and operation upon
certification of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded, and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference. i
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not. be automatically transferable; a request must be made and
approved.
Condition 11.4: Requires that the wastewater collection facilities be.properly operated and maintained
in accordance with 15A NCAC 2T .0403 or any individual system: -wide collection system
permit issued to the Permittee.
It shall be the responsibility of "the Permittee to ensure that the as -constructed project meets the.
appropriate design criteria and rules. Failure to comply may result in penalties in accordance with North
Carolina General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
wastewater -collect ' ion facilities, and/or referral of the 'North Carolina -licensed Professional Engineer to
the licensing board.
If any parts, requirements, or limitations contained in this permit are unacceptable,'you have the right.
to request an adjudicatory hearing upon written request within 30 days following receipt,of this permit.
This request must be in the'form of a written petition, conforming to Chapter 150B of North Carolina
General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh,
NC 27699-6714. Unless such demands are made, this permit shall be final and binding.
2090 U.S. 70 Highway, Swannanoa, NC 28778 ,
Phone: [phone]\ Internet: www.ncwaterguality.org
An Equal Opportunity \ Affirmative Action Employer— Made in part by recycled paper

Wade Hampton Property Owners Association
Permit No. WQ0039069
If you need additional information concerning this matter, please contact Tim Heim at [phone] or
via e-mail at [e-mail].
Sincerely,
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
G. Landon Davidson, Regional Supervisor
Water Quality Regional Operations Section
Asheville Regional Office
Division of Water Resources, NCDEQ
cc: William G. Lapsley, P.E. — WGLA Engineering, PLLC (electronic copy)
Reg Office-Fi es-)
Water Resources Central Files
PERCS (electronic copy)
G:\WR\WQ\Jackson\Collection Systems\Wade Hampton\WQ0039069 Replacement of Sewer LS#8.docx
Page 2 of 9

a
Environmental
.Quality
WASTEWATER COLLECTION SYSTEM EXTENSION PERMIT
In accordance with the provisions of Article.2.1 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations, permission is hereby granted to the
Wade Hampton Property Owners Association
Jackson County
for the construction and operation of a 80—gallon per minute replacement pump station with duplex
pumps, on -site audible and visual high water alarms, telemetry, and a portable generator receptacle
with. telemetry to serve the Wade Hampton Development as part of the Replacement of Sewer Lift
Station #8 project, and the discharge of zero additional gallons per day of collected domestic
wastewater into the Wade. Hampton Property Owners Association's existing sewerage system, pursuant
to the -complete application received February 22, 2017, and in conformity with 15A NCAC 2T; the
Division's Gravity Sewer Minimum Design Criteria adopted February -12,' 1996 as applicable; the
Division's Minimum Design Criteria for the Fast -Track "Permitting of Pump Stations and Force Mains
adopted June 1, 2000 as applicable; and other supporting data subsequently filed and approved by the
Department of Environmental Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
specified conditionsand limitations:coritained`therein."`
for S. Jay Zimmerman, P.G.
Director, Division of Water Resources
By Authority of The Environmental Management Commission
Permit Number: WQ0039069
Permit Issued: March 2, 2017
Page 3 of 9

a
ti
SUPPLEMENT TO PERMIT COVER SHEET
Wade. Hampton Property Owners Association is hereby authorized to:
Construct, and then operate upon certification the aforementioned wastewater collection extension.
The sewage and wastewater collected by this system shall be treated in the Wade Hampton Property
Owners Association Wastewater Treatment Facility in accordance with Permit Number NC0062553.
Permitting of this project does not constitute an acceptance of any part of the project that does not
meet 15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996 as
applicable; and the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations
and Force Mains adopted June 1, 2000 as applicable, unless specifically mentioned herein. Division
approval is based on acceptance of the certification provided by a North Carolina -licensed Professional
Engineer in the application. It shall be the Permittee's responsibility to ensure that the as -constructed
project meets the appropriate design criteria and rules.
Construction and operation is contingent upon compliance with the Standard Conditions identified
below.
I. STANDARD CONDITIONS
1. This permit shall not be transferable. In the event there is a desire for the wastewater collection
facilities to change ownership, or there is a name change of the Permittee, a formal permit request
shall be submitted to the Division accompanied by documentation from the parties involved, and
other supporting materials as may be appropriate. The approval of this request shall be considered
on its merits and may or may not be approved. [15A NCAC 02T.0104; G.S 143-215.1(d3)]
2. This permit shall become voidable unless the wastewater collection facilities are constructed in
accordance with the conditions of this permit; 15A NCAC2T; the Division's Gravity Sewer Minimum
Design Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and
other supporting materials unless specifically mentioned herein. [15A NCAC 02T.01101
3. This permit shall be effective only with respect to the nature and volume of wastes described in the
application and other supporting data. [15A NCAC 02T .0110]
4. The wastewater collection facilities shall be -properly maintained and operated at all times. The
Permittee shall maintain compliance with an individual system -wide collection system permit for the
operation and maintenance of these facilities as required by 15A NCAC 2T .0403. If an individual
permit is not required, the following performance criteria shall be met: [15A NCAC 02T .0108(b)]:
a. The sewer system shall be effectively maintained and operated at all times to prevent discharge
to land or surface waters, and to prevent any contravention of groundwater standards or
surface water standards.
b. A map of the sewer system shall be developed and shall be actively maintained.
Page 4 of 9

c. An operation and maintenance plan including pump station inspection frequency, preventative
maintenance schedule, spare parts inventory and overflow response has been developed and
implemented:
l
d. Pump stations that are not connected to a telemetry system shall be inspected every day (i.e.
365 days per year). Pump stations that are connected to a telemetry system shall be inspected
at least once per week. '
e. High -priority sewer lines shall be inspected at least once per every six -months and inspections
are documented.
f. A general observation of the entire sewer system shall be conducted at least once per year.
g-. Overflows and bypasses shall be reported to the appropriate Division regional office in
accordance with 15A NCAC 2B .0506(a),and public notice shall be provided as required by North
.Carolina General Statute §143-215.1C.
h. -A Grease Control Program is -in place as follows:
1. For public owned Collection systems, the Grease Control Program shall include at least
biannual distribution of educational materials for both commercial and residential users and
the legal means to,require grease interceptors at existing establishments. The plan shall also
include legal means for inspections of the grease interceptors, enforcement for violators and
the legal means to control grease entering the system from other public and private satellite
sewer systems.
2. For privately owned collection systems, the Grease Control Program shall include at least bi-
annual distribution of grease education materials to users of the collection system by the
permittee or its ,representative.
3. Grease education materials shall be distributed more often than required in Parts (1) and (2)
of"this-Subparagraph-if necessary to prevent.grease-related sanitary sewer. overflows.
i. Right-of-ways and easements shall be maintained in the full easement width for personnel and
equipment accessibility.
j. Documentation shall be kept for Subparagraphs (a) through (i) of this Rule- for a minimum of
three years with exception of the map, which shall be maintained for the life of the system.
5. The Permittee_ shall report by telephone to a water resources staff member at the Asheville Regional
Office, telephone number [phone], as soon as possible, but in no case more than 24 hours,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage, etc.; or
b. Any SSO and/or spill over 1,000 gallons; or
c. Any SSO and/or spill, regardless of volume, that reaches surface water
Voice mail messages or faxed information is permissible, but this shall not be considered as the
initial verbal report. Overflows and spills occurring outside normal business hours may also be
reported to the Division of Emergency Management at telephone number [phone] or (919)
Page 5 of 9

a
733-3300. Persons reporting any of the above occurrences shall file a spill report by completing and
submitting Part I of Form CS-SSO (or the most current Division approved form) within five days
following first knowledge of the occurrence. This report must outline the actions taken or proposed
to be taken to ensure that the problem does not recur. Part II of Form CS-SSO (or the most current
Division approved form) can also be completed to show that the SSO was beyond control. [G.S. 143-
215.1C(a1)]
6. Construction of the gravity sewers, pump stations, and force mains shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of wastewater
to the surface waters of the State. [15A NCAC 02T.0108(b)]
7. Upon completion of construction and prior to operation of these permitted facilities, the completed
Engineering Certification form attached to this permit shall be submitted with the required
supporting documents to the address provided on the form. A complete certification is one where
the form is fully executed and the supporting documents are provided as applicable. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Engineer's Certification shall be considered a violation of the permit and shall subject the
Permittee to appropriate enforcement actions.
If the permit is issued to a private entity with an Operational Agreement, then a copy of the
Articles of Incorporation, Declarations/Covenants/Restrictions, and Bylaws that have been
appropriately filed with the applicable County's Register of Deeds office shall be submitted with
the certification.
A complete certification is one where the form is fully executed and the supporting documents are
provided as applicable. Supporting documentation shall -include the following:
a. One copy of the project construction record drawings (plan & profile views of sewer lines &
force mains) of the wastewater collection system extension. Final record drawings should be
.clear-on,Ahe: plans=.or on, digital media (CD or DVD disk) and are. defined as thq,design..drawings_
that are marked up or annotated with after construction information and show required buffers,
separation distances, material changes, etc.
b. One copy of the supporting applicable design calculations including pipe and pump sizing,
velocity, pump cycle times, and level control settings, pump station buoyancy, wet well storage,
surge protection, detention time in the wet well, and force main, ability to flush low points in
force mains with a pump cycle, and downstream sewer capacity analysis. If a portable power
source or pump is dedicated to.multiple stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, include travel
timeframes, shall be provided.
c. ' Changes to the project that do not result in non-compliance with this permit, regulations, or the
Minimum Design Criteria should be clearly identified on the record drawings, on the certification
in the space provided, or in written summary form.
Prior to Certification (Final or Partial): Permit modifications are required for any changes resulting
in non-compliance with this permit (including pipe length increases of 10% or greater, increased
flow, pump station design capacity design increases of 5% or greater, and. increases in the
number/type of connections), regulations, or the Minimum Design Criteria. Requested
Page 6 of 9

modifications or variances to the Minimum Design Criteria will be reviewed on a case -by -case basis
and each on its own merit. Please note•that variances to the Minimum Design Criteria should be
requested and approved during the permitting process prior to construction. After -:construction
requests are discouraged by the Division and may not be approved, thus requiring replacement or
repair prior to certification & activation. [15A NCAC 02T .0116]
8. Gravity sewers installed greater than ten percent below the minimum required slope per the
Division's Gravity Sewer Minimum Design Criteria shall not be acceptable and shall not be' certified
until corrected. If there -is an unforeseen obstacle in the field where all viable solutions have been
examined, a slope variance can be requested from the Division with firm supporting documentation.
This shall be done through a permit modification with fee. Such variance requests will be.evaluated
on a case -by -case basis. Resolution of such request shall be evident prior to completing and
submitting the construction certification. [ 15A NCAC 02T.0105(n)]
9. A copy of the construction record drawings shall be maintained on file by the Permittee for the life
of the, wastewater collection facilities. [15A NCAC 02T .0116]
10. Failure to abide by the conditions and limitations contained in this permit; 15A NCAC 2T; the
Division's Gravity Sewer Design Criteria adopted February j2, 1996 as applicable; the Division's
Minimum Design Criteria for the Fast -Track Permitting,of Pump Station and Force Mains adopted
June 1, 2000 as applicable; and other supporting materials may subject the Permittee to an
enforcement action by the Division, in accordance with North Carolina General Statutes §143-215.6A
through §143-215.6C, construction of additional or replacement wastewater collection facilities,
and/or referral of the North Carolina -licensed Professional Engineer to the licensing board. [15A
NCAC 02T .0104; 15A NCAC 02T .0108(b-c)]
11. In the event that the wastewater collection facilities fail to perform satisfactorily, including the
creation of nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or replacement
::...facilities...[15A NCAC..02T-:0110;-15A.NCAC:02T,:0105(b)].....
12. The issuance of this permit shall not exempt the Permittee from complying with any and all statutes,
rules, regulations, or ordinances that may be imposed by the Division any other Federal, State, or
Local government agencies which have jurisdiction or obtaining other permits which. maybe required
by the Division or any other Federal, State, of Local government agencies. [G.S. 143-215.1(b)]
Page 7 of 9

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: WADE HAMPTON PROPERTY OWNERS ASSOCIATION
PERMIT #: WQ0039063
PROJECT: REPLACEMENT OF SEWER LIFT STATION #8
ISSUE DATE: March 2, 2017
This project.shall not be considered complete nor allowed to operate in accordance with Condition 7 of
this permit until the Division has received this Certification and all required supporting documentation.
It should be submitted in a manner that documents the Division's receipt. ' Send the required
documentation the Regional Supervisor, Water Quality Regional Operations Section at the address at
the bottom.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions. The Permittee is responsible for tracking all partial certifications up
until a final certification is received. A Final Certification shall be a complete set of record drawings and
design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant
to the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain
the wastewater collection system permitted herein or portions thereof.
Printed Name, Title Signature Date
ENGINEERS CERTIFICATION
-as a'duly-registered-Rrofessionai-Engineer in the State -of Nortfl•Carolina,--
having been authorized to observe (❑ periodically, ❑ weekly, ❑ full time) the construction of the
Replacement of Sewer Lift Station #8 and location as referenced above for the above Permittee hereby
state that, to the best of my abilities, due care and diligence was used in the observation of the
construction such that the construction was observed to be built within substantial compliance of this
permit; 15A NCAC 02T; the Division of Water Resources' (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996 as applicable; the Division's Minimum Design Criteria for the Fast -
Track Permitting of Pump Stations and Force Mains adopted June 1, 2000 as applicable; and other
supporting materials. -
North Carolina Professional Engineer's Seal w/signature & date:
❑ Final ❑ Partial (include description)
Certification Comments/Qualifiers (attach if necessary):
NC DWR — Water Quality Regional Operations Section, 2090'US Hwy 70, Swannanoa, NC 28778
Asheville Regional Office Phone: [phone] FAX: [phone]

Division of Water Resources .; rt
"Lis
'Fast Track Application for Sewer Systems- RA a is 3 q, ~.
Project Name:,�,. Rce-mold, o� Se4+e2 Z; �f,�.NoK Application Number: QQ 069-
Application Completeness Review ` � Y % �(�/�•�
Project is located in a County currently covered by the regional office es ❑No
Application and supporting documentation submitted in duplicate? 9<es ❑No
One Original and One Copy
Correct application fee submitted? See G.S. 143-215.31) es ❑No ❑N/A
la Ensure that a check for $480 is submitted and made out to NC DEQ.
All new projects and major modifications to existing projects require plication fee. A major modification
includes any changes to permitted flow volumes, changes in pipe di ame " anges in pipe length greater than 10 %
of the originally permitted length, changes in operating points of a ation, etc. If unclear, contact the Central
Office:
Application package is complete?
Current application version (See website) C-) 4' �% es ❑No
Brief project narrative (per Section B of FTAs tions) s ❑No
Certification of Public Convenience and Neceb provided QYes ❑No ❑N/A
(if applicable) ,
Operational Agreements, signed and dated w . ❑No ❑N/A
.(if applicable)51,11
("
Flow Tracking /Acceptance Form ;;signed and dated < ❑Yes ❑N/A
Flow Tracking / Acceptance Pl "gsae nt Addend ❑Yes ❑No\ ❑N/A
(if applicable) ;'
vF
Site Map and Street Level Map (per Seo F of . siructionss ❑No
PE Certification of Small
is signedseed and C. P91tes [-]NoApplicant Cert' and dated ( ele A rovided s A`,
If any portion of the app :ice 'on is not plete, or equired instruction items have been omitted, and the
return of an application is nnt, the fir . , wing steps s . d be taken:
• Coxz ant an < DWI ant " . r O a
� ( „�. r e ho .or email. for very minor completeness deficiencies.
g e app p con�u nt) 48 ho e s
• e application p is fo be incomp `wring this completeness review, fill out a checklist that
i t lies the deficien, d re f: `e application to the applicant with a copy to the consultant. •If the
app n fee has not be ::< eposite" 3 turn it as well.
Any projects that ey be returned s ' 1 be returned prior to accepting the application (i.e., before logging in the
'u
application and depo g the checl €` er a_ project has-been accepted, any information that is found to be
incorrect and/or lackin "l a be re 'd via an Additional Information Request in accordance with 15A NCAC
02T .0107. J. ,�
ham
G�
1

r�
Permit Information
New Permit ❑Permit Modification
If the project is a modification to an existing permit, be sure to enter the application into BIMS as a permit
modification (i.e. "renew/modify application" and not "create new project"). BIMS will pull the previous signing
official and affiliations information. Modify all tabs and enter updated information.
Does the project require a permit for the activity? LL�Yes ❑No
See Permitting by Regulation (15A NCAC 02T 0303) for projects deemed permitted
If No, return fee and application package
Is the project eligible for the Fast Track Program? lutes
Projects not permitted through the fast track program:
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100;
➢ Projects that do not,meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ , STEP or simplek grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
If No, return fee and application package and advise applicant what to do
Information entered into BIMS? (Project details, affiliations, etc) D�es
Applicant (Owner/Permittee) signature meets requirement of 15A NCAC .0106(b)? Lyn es
If No, request revised application with an appropriate official, or a letter from an
appropriate official that indicates the person in question is delegated to sign the
application on the applicant's behalf. If a new delegated signing official is listed,
add the person to BIMS
Is the applicant is a public entity (county, city, sanitary district, etc.)? s
If Yes, move to Wastewater Flow Information Section
Is the applicant is a private entity and intends to retain ownership (store, church, etc.)? eyes
If Yes, move to Wastewater Flow Information Section
Is the applicant is a private entity (private utility)?
If Yes, Applicant has been designated as a public utility by the NC Utilities Commission
Has submitted a Certificate of Public Convenience and Necessity (CPCN)
2r Letter from the Public Staff of the NC Utilities Commission (contact Central Office)
The project name on.the application and CPCN must match
Is the applicant is a private entity (Developer) that will be selling units?
If Yes, Applicant has submitted an executed Operational Agreement (DEV)
A developer may be responsible for the system for an interim period until the HOA -is formed,
at which time a name change / change of ownership form is required to transfer the permit to t
The operational agreement should be attached to the permit and incorporated into the languaR
❑Yes
❑Yes
❑Yes
❑Yes
❑Yes
)A
ie permit.
❑No
❑No
❑No
❑No
❑No
❑No
❑No
❑No
❑No
❑No
Is the, applicant is a Homeowner's or -Property Owner's Association selling units? ❑Yes [:]No
If Yes, Applicant has submitted an executed Operational Agreement (HOA) ❑Yes, , . ,❑No.
and, Copy of the Articles of Incorporation, Declarations and By-laws ❑Yes " ❑No
The operational agreement should be attached to the permit and incorporated into the language of the permit.
2

Wastewater Flow Information
Has submitted Flow Tracking/Acceptance Form (FTSE Form)
❑Yes ❑No Z N/A
Ensure form is complete with all required information and that the owner .
.
has accepted the entire volume of flow listed
Proper certification per 15A NCAC 02T 0106 (b)
❑Yes U�o
Form is dated within one year of receipt of application package
Is FTSE Planning Assessment Addendum Required?
❑Yes ❑No
❑Yes 2No
'Required only for projects where available pump station capacity is < 0.
N/A
(Contact Central Office if needed)
Additional forms (FTSE 06-13) required?
❑Yes ❑No [T/A
Required only if the owner of downstream sewer different then owner of WWTF
Receiving WWTF and downstream sewers have adequate capacity
es ❑No
Ensure no compliance issues (SSOs or WWTF compliance issues)
Wastewater domestic in nature
es .]No
If item B.6 indicates industrial wastewater, notify the regional pretreatment coordinator or
contact the Central. Office to determine if a pretreatment permit is needed or if it is in place and compliant
Has the wastewater flow volume been calculated correctly (section 11.7. of FTA)?
Yes ❑No
Flow is calculated per 15A NCAC 02T.0114
or
If daily design flow is not' based 'on regulations ensure that the applicant has an approved flow reduction of daily
design flow rate on file with the Division.
or
If other•than 2T.0114, values must be supported with flow data per 15A NCAC 02T.0114(fl
(Contact Central Office if this is the case)
Design Information
Adequate information related to sewer lines (Section VII of FTA)
❑Yes ❑No EJX11A
Note that per the 2T and MDC, there is a minimum. 8" for public gravity or
minimum 6" for private gravity
Adequate information related to pump stations (Section VIII of FTA) [/s ❑No ❑N/A '
Ensure pow reliabili lion select e 15A NCAC 02T.0305(h))
W G : CYZ GL C LG tR0 WA
Has Setbacks & Separations Section been completed? ❑Yes ❑No [11A
Required if any portion of project is within 100 feet of any surface water or wetlands
Note, 15A NCAC 02T .0305 (f) contains minimum separations required for sewer
A variance is required if minimum separations cannot be attained (see below)
Is Project design is in accordance Wee section X of FTA) �s ❑No
15A'.NCAC 02T I� ,
Gravity Sewer Minimum Design Criteria -(latest version)
Minimum Design Criteria for Permittingof Pump Stations and Force Mains (latest version)
If no, a variance approval is required per the requirements of 15A NCAC 02T.0105(b)
• Applicant must submit TWO copies of the plans, specifications, and calculations
• Contact the Central Office to discuss the variance request to determine a course of action. The central
office will review the variance request, and if approvable, specific language regarding the variance will be
forwarded to the Regional Office reviewer to incorporate into the permit. A copy of the variance letter (or
email correspondence) should be kept with the application file. r
Project contains high priority lines (15A NCAC 02T .0402(2))• ❑Yes To
If Yes, insure that the permit contains the necessary condition related to high priority lines
15A NCAC 02T.0403 (a)(5)

r
Application Certification
Has a N.C.'PE stamped, signed, and dated the application? s El No
PE with active license in North Carolina? Lames ❑No
Check the NCBELS to ensure Engineer is currently registered to practice
_NCBELS License Lookup
If the owner is. a corporation, is the corporation registered in N.C.? WO
N.C. Secretary of State (Corporation Search) Yes DNo
Applicant should be registered to conduct business as a corporation in NC (Private Owners, Developers, HOAs, etc.)
If No, see return application guidance
Issuing a Permit
Most current version of the Fast-Tfack permit shell used?
Special conditions utilized within permit? ❑Yes E]No
High Priority Lines (Aerials) DYes . [:]No ON/A
Variance Language (Approved by the Central Office)
Regional Conditions (i.e. Stormwater Plans for Coastal Counties)
Construction Only Language ("Dry Lines")
Other instances (contact the central office if required)
If permit modification:
Include Permit History ❑Yes E]No ON/A
Void Previously Issued Permit in language
Permit signed only by those delegated to sign for the Director
❑Yes ONo
Permit distributed as follows:
• Original to Permittee O.Yes E]No
• Copy to Consulting Engineer
• Copy to County Health Department (if applicable)
• Copy to Mecklenburg County Department of Environmental Protections
(Only for projects located in Mecklenburg County)
• Copy to the applicable Building Inspections Authority (if applicable)
• Copy(ies) to the owner of the W WTF and owner of the downstream sewers
(Only if different than the Permittee)
• Copy to Regional Office Piles
• Copy to Water Quality Central Files (see Central Files Permit Package below)
• Electronic copy to PERCS unit
Electronic version shall preferably a signed, scanned copy of the, permit in pdf format.
If not, the electronic version can be a final version of the permit in word format. Regardless,
the permit should follow the naming convention of WQOOXXXXX - YY.MM.DD.
Electronic copies should be forwarded to the PERCS unit contact on a frequent basis (once a month is fine).
• Signed Operational Agreements should be distributed -with the permit (if applicable)
Permit issued in BIMS? Finalizing DIMS
All relevant Event Dates Entered? [:]Yes E]No
(add info request, add info received, variance granted, variance denied, etc) []Yes E]No
Central Files Permit Package
Complete package forwarded to Central Files
• Finalized Tracking Slip (BIMS Report) []Yes E]No -
• Copy of signed, issued permit (with operational agreements, if applicable)
• Copy of permit application package (application, supporting documentation, etc.)
• Review comments, calculations, notes, review checklist, etc.
• All other correspondence (email, phone logs, cover sheets, etc.)
All material in the permit package should be stapled together. Plans and specifications should not
be included in the permit package sent to central files.

Ta"If 11
WGLA Engineering, PLLC
Consulting Civil Engineers and Land Planners
January 24, 2017
Mr. Landon Davidson
NC Division of Water Quality
2090 Old US Hwy 70
Swannanoa, North Carolina 29988
RE: Wade Hampton Property Owners Association
Sewer Lift Station Replacement Project
Jackson County
Dear Mr. Davidson:
Enclosed please find a Fast Track Application for the installation of a new
(re lacement) sewer lift station to serve the Wade Hampton Development in Cashiers,
North Caro Ina.
This project will replace an existing sewer lift station that was constructed in 1986. It
has a welded steel wet well which is showing signs of aging and at a high risk of failure.
Llt should be noted that the existing station does not have standby power therefore none is
proposed to be included in this replacement project
If you have any questions, or need additional information please feel free to contact
our office.
William G. Lapsley, PE
214 N. King Street Hendersonville, NC 28792 Phone [phone] wgia.com

0,
77
15A
Division of Water Resources
02T .0NL Ak WCK SE1
ZUCTIONS FOR FORM: FTA
State of North Carolina
nt of Environmental Quality
Division of Water Resources
SYSTEM[ EXTENSION APPLICATION
i & SUPPORTING DOCUMENTATION
This application is for sewer extensions i avoly "" """ ' ; " '"' " " " d-'force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria and that plans, specifications and supporting documents have been prepared in accordance with, 15A
NCAC 02T 15A NCAC 02T .0300 Division policies and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are- explained in 15A NCAC 021.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that require an environmental assessment in accordance with 15A NCAC 1C .0100;
➢ Projects that do not meet any part of the minimum design criteria (MDC) document;
➢ Projects that involve a variance from the requirements of 15A NCAC 2T;
➢ Pressure sewer systems utilizing septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General — When submitting an application, please use the following instructions as a checklist in order to ensure all required
items are submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time
and reduce the amount of requested additional information. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit
one original and one copy of the application and supporting documentation.
A. One Original and One Copy of Application and Supporting Documents
® Required unless otherwise noted
B. Cover Letter (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Major Modification Application Packages):
® Submit a check or money order in the amount of $480.00 dated within 90 days of application submittal.
➢ . Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track (Form: FTA 04-16) Application (Required for All Application Packages):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with
the North Carolina Secretaa of State.
❑ If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of
Deeds in the county of business.
® The Project Name in Item 11.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North
Carolina licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b).
Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 1 of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 04-16) (If Applicable):
0 Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one
year prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-
215.67 a .
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a.project-specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 11-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project
area and closest surface waters.
➢ Location of the project (gravity sewer, pump stations & force main)
,➢ Downstream connection points and permit number (if known) for the receiving sewer
0 Include a street level map showing general project area.
G. Existing Permit (All Modification Packages):
❑ Submit the most recently issued existing permit.
❑ Provide a list of any items within the permit the Applicant would like the Division to address during the permit
modification (i.e., permit description, flow allocation, treatment facility, etc.).
H. Power Reliability. Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ T
his alternative is only available for average daily flows less than 15,000 gallons per day
➢ I
0
t shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is
compatible with the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or
proposed contractor, stating that "the portable power generation unit or portable, independently -powered pumping
units, associated appurtenances and personnel are available for distribution and operation of this pump station."
f the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump
stations' storage capacities and the rotation schedule of the portable power source or pump, including travel
timeframes, shall be provided in the case of a multiple station power outage. (Required at time of certification)
L Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North'Carolina
Utilities Commission demonstrating the Applicant is authorized to hold the utility franchise.for the area to be served by
the sewer extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an
application for a franchise has been received and that the service area is contiguous to an existing franchised area or
that franchise approval is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 2 of 3

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Fayetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5094
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
1628 Mail Service Center
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh; North Carolina 27699-1628
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem; North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
INSTRUCTIONS FOR FORM: FTA 04-16 & SUPPORTING DOCUMENTATION Page 3 of 3

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST' TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 04-16 & SUPPORTING DOCUMENTATION
r�Twr«��,_ � v
Application Number' y r —0 �, 9-0.6-T-- be completed by DWR)
Sq 0 (0
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Wade Hampton Properly Owners Association (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ® Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Sandra Hardy per 15A NCAC 02T .0106(b) RECEIVED
Title: Administrator OMWWdVMWRMwumM
4. Applicant's mailing address: Post Office Box 2286
City: Cashiers State: NC Zip: 28717 JAN 2 5 2017
5. Applicant's contact information:
Phone number: @28 743-9895 Email Address: wadehamptonpoana,gmail.com Water Ouft Regional OPMWns
II. PROJECT INFORMATION:
1. Project name: Replacement of Sewer Lift Station # 8
2. Application/Project status: . ® Proposed (New Permit) ❑ Existing Permit/Prc j ect
If a modification, provide the existing permit number: WQ00 and issued date:
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Jackson County
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.0855140 Longitude:-83.068942'
5. Parcel ID (if applicable): 9652-68-7876
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: William G. Lapsley License Number: NC 6469
Firm: WGLA Enizineering, PLLC
Mailing address: 214 North King Street
City: Hendersonville State: NC Zip: 28792-
Phone number: 828 687-7177 Email Address: [e-mail]
IV. - WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Wade Hampton WWTP Permit Number: NC 0062553
Owner Name: Wade Hampton POA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s)- WQ` Downstream (Receiving) Sewer Size: 4 inch
System Wide Collection System Permit Number(s) (if applicable): WQCS Original Permit 1986
Owner Name(s): Wade Hampton Property Owners Association
FORM: FTA 04-16 Pagel of 5

ifs
GENERAL REQUIRENdENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [—]No ®N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association has an Operational Agreement (FORM: HOA) been attached?
® Yes ❑No ❑N/A
4. Origin of wastewater: (check all that apply):
® Residential Owned ❑ Retail (stores, centers, malls) ❑Car Nash
❑ Residential Leased ❑ Retail with food preparation/service ❑ Hotel and/or Motels
❑' School / preschool / day care El Medical / dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses / offices / factories ❑ Nursing Home ❑ Other tExplain in Attachment)
5. Nature of wastewater: 100 % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
'Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ®No
f yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.01140
Daily Design Flow a'b
No. of Units
Flow
gal/
GPD
gal/
GPD
gall
GPD
gal/
GPD
gall
GPD
gal/
GPD
- Total
Q GPD
a See 15A NCAC 02T .0114(b , () d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use
areas; and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals
as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified (in table 15A NCAC 02T.01141 shall
be determined using available flow data,. water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
o not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number:
® Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
7
FORM: FTA 04-16 Page 2 of 5

VH. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T 0305 & MDC (Gravity Sewers):
1.
ummarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
➢ S
ection H & lII of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ S
ection Ill contains information related to minimum slopes for gravity sewer(s)
➢ O
versizing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & AMC (Pumps Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
l . Pump station number or name: Lift Station # 8
2. Approximate Coordinates (Decimal Degrees): Latitude: 35.085514' Longitude:-83.068942'
3. Design flow of the pump station: 0.115 millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): 80 gallons per minute at 27 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) I Length (feet) Material
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h)(1)(B)_
➢ R
equired for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ M
ust be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry -15A NCAC 02T .0305(h)(1)(C):
FORM: FTA 04-16 Page 3 of 5

• B 1
t shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
9 I
f the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be
provided in the case of a multiple station power outage.
FORM: FTA 04-16 Page 4 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(t)):
1. Does the project comply with all separations found in 15A NCAC 02T .0305(0 & W ® Yes ❑ No
5A NCAC 02T.0305(fl contains minimum senarations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer including in benched trenches)
18 inches
Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class H impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
M
5A NCAC 02T.0305(a) contains alternatives where separations in 02T:0305(f) cannot be achieved.
➢ 1
*Stream classifications can be identified using the Division's NC Surface Water Classifications webnage
f noncompliance with 02T.0305(f) or (g), see Section X of this application
2. Does the project comply with separation requirements for,wetlands? (50 feet of separation) ® Yes ❑ No
ee the Division's draft separation requirements for situations where separation cannot be meet
o variance is required if the alternative design criteria specified is utilized in design and construction
s built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑ No
his would include Trout Buffered Streams per 15A NCAC 2B.0202
1
1
*
I
S
N
A
T
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
➢ W
etland-related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
➢ I
nformation can be obtained from the 401 & Buffer Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
FORM: FTA 04-16 Page 5 of 5

Per 15A NCAC 02T.0105(0(0, directly related environmental permits or certification applications are being prepared, have
been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positionedparallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
0 Yes ® No
f yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permitee's individual System -Wide Collection permit.
FORM: FTA 04-1.6 Page 6 of 5

X. ' CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents
for review. Approval of the request is required prior to submittal of the Fast Track Application and supportins
documents.
2. Professional Engineer's Certification:
G� attest that this application for
I, WILLIHM 6 , ` 1%L
(Professional Engineer's name from Application Item III.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
Iqll-fol ,
. 6
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, gs a `dd IF MV14\114%0elv�%V
(Signature Authority's nam & title from Application Item I.3.)
1�°"
\A f-i G .qr.°
EEL
469
'v
attest that this application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. f will make no claim against the Division of Water Resources should a
condition of this permit be violated. I also understand that if all required parts of this application package are not completed
and that if all required supporting information and attachments are not included, this application package will be returned to
me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty, of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Date: °
FORM: FTA 04-16 Page 7 of 5

'STATjB OF,NOR 'H CAROLINA
COUNTY OF PermitNo.
HOME/FikOPERTYY OWNERS' OPERATIONAL AGREEMENT.
This AGREEMENT made_pursuant to G.S., 143-215.1-(dl)-and eiitered into this day -of
;. by :and between ,the North Carolina Enviuronmental Management,
o «.
C`o''tmmission, an agency oft State of North Carolina;, lieremafI e, known as the C.OMNIISSI�O�N� and
IAJ V RN � A �Q� a. non profit f&X RLakzed,
and :existing under and by virtue of the laws .of the: State :of North, Caroli, a, hereinafter known as the
ASSOCIATION; JAN 2 5 2017
WiTNESSETH: Water Quality Regional Operations
Asheville Rqqlonapffice
1: The ASSOCIATION was formed for the p- ose, among' otbiers, of hanim the
business of the;development known asRip
(hereinafter 'the Deevelopment); of operatvn ,maintaining, "re=constructmg; arid, repairing the common
elements of fhe° lands ,and improvements subject to unit ownership, ;including the, wastewater collection,
system with pumps, wastewater treatinent<works, and/or -disposal facilities .(hereinafter Disposal System);
and of collecting dues and assessment to provide funds. for such operation;, maintenance; re -construction
and,repair.
2. The ASSOCIATION desires, to construct :and/or operate a Disposal System to ;provide, sanitary sewage
disposal toserve; the Development -on said,larids:
3. The ASSOCIATION has applied to the GOMMISSION.for the issuance ofa penrut putsuatitto G.S..143-
215.1 to construct,mainfain;. and/or,pperate the Disposal System.
4. The _Development was created subject to .unit ownership in the dwellings units, other improvements and
lands .through filing of a, Declaration of Unit Ownership (hereinafter Declaration);: p..ursuant to.Ghapter 47C
or 47F of the.North Carolina General'Statutes.
5. The COMMISSION desires to assure that the Disposal System of the Development is properly
constructed, maintained and operated in accordance with law arid.&rmit provisions' in order.to protect the
quality of the waters of.the State and the public interesttlierein.
NOW, THEREFORE; in consideration of the promises and the benefits to be -derived-by-�cach-o-the patties
hereto,. the_COMMISSION•and .ASSOCIATION do hereby mutuallyagreeas follows:
1. The ASSOCIATION shall construct the .Disposal System and/or make: any additions, or modifications to
the Disposal. System in accordance with the permit and plans and specifications hereafter _issued and
approved 'by the COMMISSION, and shall thereafter properly operate and maintain .such systems and
facilities; in,accordance with applicable permit provisions and law.
2:_ The ASSOCIATION shall provide in the Declaration and Association,By,.laws that the. Disposal System
and. appurtenances thereto are part of ,the common element and. shall thereafter be properly maintained
and operated in conformity, with_ law -and the provisions of the permit for construction, operation, repair,
and maintenance of the system and facilities. The Declaration and Bylaws shall identify the ,entire
wastewater -treatment, collection and -disposal system as a common element which will receive the�,highest
priority for expenditures.'by the. Association except forTederal, State, and local -taxes and insurance.'
.FORM`: HOA 0943 Page 1.of 2

13.. The ASSOCIATION shall provide in the Declaration and. Association Bylaws that the Disposal System
will; be maintained out -of the common expenses., In order to :assure that there- shall be funds readily
available to repair; maintain,. or construct: the Disposal System, beyond; the rqutine: operation and
mamteriaiice 'expenses; =the 12eclaratioii and.Associatioii Bylaws shall provide :that a fund be created out of
the cominori expenses. Such fiin& shall be 'separate from' 'the_ routine::maiiitenance: fund allocated :for the
facility and-sIli ' ie;part, of the yearly budget.
4. Tn the- event the common expense allocation and. separate fiuid(s) are..not adequate for `the construction,.
repair;and rnayntenance of the Disposal System; the'Declaration and Association Bylaws shall,provide-for
special assessments. to cover. such necessary .costs. There shall bel ono. limit on the. ;amount of such.
assessments, `and'the D.eclazat on_and Bylaws-ahall, be provided such than,special assessments can be made.
as necessary at Aiiy.time.
a waste. er, ;cohectioi .system and`wastewater treatment and/or, disposal:.facility provided by.any city,.
;town,,
town, 'village, county, water and, sewer. authonties, or _other unit of goyem- meat. shall hereinafter, become -
available to serve the Development, the ASSOCIATION shall take such action..as. is. necessary 0. cause he
,existing and�wfuture: wastewater .of theyDevelopment,to be;accepted andchscharged into said governmental,
_ ..
system,.and;shall convey or tiaiisfer as much. of tn&l� isposal.System: and such --ecessaiy�easemPrits as the
goverrinnental unit may require:as condition of accepting the Developinent's wastewater:
6. Recognizing that fit would: be contrary to the. -public 'interest and to the public: health, safety and welfare for
ahe-ASSOC.IA'I'ION to enter into voluntary :dissolution `without: having made adequate provision forthe.
continued proper maintenance, repair and,operatog of -its Disposal System, the ASSOCIATION shall
provide in :the ASSOCLA TION. Bylaws that :the ASSOCIATION shall not- enter into voluntary dissolution
without first Having .transferred; its said system. and .facilities to some,person; .corporation ;or other.entity°
acceptable;to and approved by. ttie COMMISSION by: the,issuaice ,of `a.periiit.
7. 'The ASSO;CiATION°shall hOlt'ansfer, convey, assign or othezw__se relinquish ;or release its responsibility
for:: the operati`ori: and :maintenance ,of its Disposal System until a permit. has been.. xeissued. to° the.
A$ OCIATION'.S',Successor .
'8 The agreements; set forth:in numbered paragraphs 'l, 2, .3:, 4,56, and; 7 above -;shall be ;conditions of any
permit issued'by the -COMMIS SION to.the ASSOCIATION for the: construction; maintenance, repair and,
operationof'the Disposal. System.
9. A copyftisageeih6nthlb�ledattheRegsterofDeeds:n the,Coties)whhe )Declaration s
ohyi
'filedland.iri the: offices ofahe Secretary of State of North Carolina :with -the .Articles-, f:Incoiporation: of'the
Association:
IN' `WITNESS WHEREOF, 'thisagreement was executea in duplicate; originals by the :duly authorited-,
representative of the parties hereto on_ the day and year "noon as indicated by each of the parties named below:.
FOR.THE 'ENV,II "ONMENTA , Oat, r '. .
MANAGEMENT.COMMISSION Nameto ASSOCIA, ION
S. Jay Zimmeftan, P.-G. (Signature)
Director, Divisionof Water Resources K - it r
Print Name -and Title
AD rr\ I N ( 3 -nLPTt4--,
(Date)
(Date)
FORM: HOA 08=13 Paget of

Heim, Tim
From:
Sandy <[e-mail]>
Sent:
Wednesday, February 22, 201711:15 AM
To:
Heim, Tim
Cc:
'William Lapsley'
Subject:,
Wade Hampton POA lift station project..
Follow Up Flag:
Follow up
Flag Status:
Flagged
Mr. Heim:
As you know, the Wade -Hampton Homeowner's Association has recently applied for a permit to replace one of our
sewer lift stations. The application that was submitted did not include the installation of a standby power source for the
lift station. It is our understanding that the state regulations require that we address this matter even though this is a
replacement project.
Our Board of Directors has discussed this matter and decided to revise our application (by this email) to include the
purchase and installation of a portable standby power generator unit that we can use for all of our sewer lift stations
-within the development.
Please accept this email as. our confirmation to you that this equipment will be.purchased and be made available for
future use within a short period of time after the new station is constructed. Please_ let me know if you have any further
questions. - .
Sincerely,
Sandy Hardy
Administrator
Wade Hampton Property Owners' Association
P.O. Box 2286
Cashiers, NC 28717
828-743-9895

• I
'
h
ii
66-30/531
William G Lapsley - 561 11.47
William G Lapsley, PE
109 Rugby Hollow Dr
Hendersonville, NC 28791
PAY TO THE Mo�J(�"
ORDER OF
bOeoo , Y
DOLLARS � F�,luree Cook for: Aecro Print signature Iin , grax j e n 1!n work, First Citizens Bank logo on back. lrnot present, do not cash.
FirstCgtizensBank

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Form 3811.'Fetiruary 2004 Domeestic Return Receipt 10259e-02-nn-15*

UNITED STATES PWZA:,,.VM5LE lMrC a
• Sender: Please print your name, address

UNITED STATES POSTAL SERVICE First -Class Mail
Postage &.Fees Paid
• Sender. Please print your name, address, ankOP+4 in thip
NCDENR
Surface Water Protectirjn"-SQ�ecti6ly
2090 U.S. Highway 70
S-vvamianoa,NC 28778 Ak�,'

Complete items 1, 2, and 3. Also complete
Restricted Delivery is desired.
sour name and address on the reverse
so that we can return the card to you.
Attach this card to the back of the mailplece,
or on the front if space permits.
I. Article Addressed to:
Mr. End iniiih
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D.* Is delivery address different from item 1? ❑ Yes
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r7O�;6 3415pl I��O
P
)S Form 3811. February 2004 Domestic Return ReCeiot